-- Dumping data for table `creep_test`
--

INSERT INTO `creep_test` VALUES 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180C',NULL),(870,861,20,'',50,NULL,'total?',NULL,1,3,NULL,27.6,NULL,NULL,NULL,870,'J_019_17','autoclave  curing cca 180C',NULL),(871,862,20,'',50,NULL,'total?',NULL,1,3,NULL,37.4,NULL,NULL,NULL,871,'J_019_18',NULL,NULL),(872,872,20,'',NULL,NULL,'total?',NULL,1,28,NULL,9,NULL,NULL,NULL,872,'J_020_01','unknown amount of Naphthalenesulfonic acid',NULL),(873,872,20,'',NULL,NULL,'total?',NULL,1,28,NULL,17.9,NULL,NULL,NULL,873,'J_020_02','unknown amount of Naphthalenesulfonic acid',NULL),(874,874,20,'',NULL,NULL,'total?',NULL,1,28,NULL,7.8,NULL,NULL,NULL,874,'J_020_03','unknown amount of Naphthalenesulfonic acid',NULL),(875,874,20,'',NULL,NULL,'total?',NULL,1,28,NULL,15.6,NULL,NULL,NULL,875,'J_020_04','unknown amount of Naphthalenesulfonic acid',NULL),(876,874,20,'',NULL,NULL,'total?',NULL,1,28,NULL,23.4,NULL,NULL,NULL,876,'J_020_05','unknown amount of Naphthalenesulfonic acid',NULL),(877,874,20,'',NULL,NULL,'total?',NULL,1,28,NULL,31.2,NULL,NULL,NULL,877,'J_020_06','unknown amount of Naphthalenesulfonic acid',NULL),(878,878,20,'',NULL,NULL,'total?',NULL,1,28,NULL,9.8,NULL,NULL,NULL,878,'J_020_07','unknown amount of Naphthalenesulfonic acid',NULL),(879,878,20,'',NULL,NULL,'total?',NULL,1,28,NULL,19.7,NULL,NULL,NULL,879,'J_020_08','unknown amount of Naphthalenesulfonic acid',NULL),(880,878,20,'',NULL,NULL,'total?',NULL,1,28,NULL,29.5,NULL,NULL,NULL,880,'J_020_09','unknown amount of Naphthalenesulfonic acid',NULL),(881,878,20,'',NULL,NULL,'total?',NULL,1,28,NULL,39.4,NULL,NULL,NULL,881,'J_020_10','unknown amount of Naphthalenesulfonic acid',NULL),(882,872,20,'',50,NULL,'total?',NULL,1,28,NULL,9,NULL,NULL,NULL,882,'J_020_11','unknown amount of Naphthalenesulfonic acid',NULL),(883,872,20,'',50,NULL,'total?',NULL,1,28,NULL,17.9,NULL,NULL,NULL,883,'J_020_12','unknown amount of Naphthalenesulfonic acid',NULL),(884,874,20,'',50,NULL,'total?',NULL,1,28,NULL,7.8,NULL,NULL,NULL,884,'J_020_13','unknown amount of Naphthalenesulfonic acid',NULL),(885,874,20,'',50,NULL,'total?',NULL,1,28,NULL,15.6,NULL,NULL,NULL,885,'J_020_14','unknown amount of Naphthalenesulfonic acid',NULL),(886,874,20,'',50,NULL,'total?',NULL,1,28,NULL,23.4,NULL,NULL,NULL,886,'J_020_15','unknown amount of Naphthalenesulfonic acid',NULL),(887,874,20,'',50,NULL,'total?',NULL,1,28,NULL,31.2,NULL,NULL,NULL,887,'J_020_16','unknown amount of Naphthalenesulfonic acid',NULL),(888,878,20,'',50,NULL,'total?',NULL,1,28,NULL,9.8,NULL,NULL,NULL,888,'J_020_17','unknown amount of Naphthalenesulfonic acid',NULL),(889,878,20,'',50,NULL,'total?',NULL,1,28,NULL,19.7,NULL,NULL,NULL,889,'J_020_18','unknown amount of Naphthalenesulfonic acid',NULL),(890,878,20,'',50,NULL,'total?',NULL,1,28,NULL,29.5,NULL,NULL,NULL,890,'J_020_19','unknown amount of Naphthalenesulfonic acid',NULL),(891,878,20,'',50,NULL,'total?',NULL,1,28,NULL,39.4,NULL,NULL,NULL,891,'J_020_20','unknown amount of Naphthalenesulfonic acid',NULL),(892,892,20,'',99,NULL,'basic?',NULL,1,3,NULL,2.45,NULL,NULL,NULL,892,'J_021_01','unknown amount of AEA',NULL),(893,892,20,'',99,NULL,'basic?',NULL,1,7,NULL,5.39,NULL,NULL,NULL,893,'J_021_02','unknown amount of AEA',NULL),(894,892,20,'',99,NULL,'basic?',NULL,1,28,NULL,7.55,NULL,4577.15,0,894,'J_021_03','unknown amount of AEA',NULL),(895,892,20,'',99,NULL,'basic?',NULL,1,7,NULL,-5.39,NULL,NULL,NULL,895,'J_021_04','unknown amount of AEA',NULL),(896,892,20,'',99,NULL,'basic?',NULL,1,28,NULL,-7.55,NULL,NULL,NULL,896,'J_021_05','unknown amount of AEA',NULL),(897,897,20,'',99,NULL,'basic?',NULL,1,3,NULL,2.45,NULL,NULL,NULL,897,'J_021_06','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(898,897,20,'',99,NULL,'basic?',NULL,1,7,NULL,5.39,NULL,909.465,0.2,898,'J_021_07','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(899,897,20,'',99,NULL,'basic?',NULL,1,28,NULL,7.55,NULL,10000,0,899,'J_021_08','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(900,897,40,'',99,NULL,'basic?',NULL,1,7,NULL,5.39,NULL,NULL,NULL,900,'J_021_09','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(901,901,20,'',99,NULL,'basic?',NULL,1,3,NULL,2.45,NULL,NULL,NULL,901,'J_021_10','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(902,901,20,'',99,NULL,'basic?',NULL,1,7,NULL,5.39,NULL,10000,0.3,902,'J_021_11','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(903,901,20,'',99,NULL,'basic?',NULL,1,28,NULL,7.55,NULL,-3353.82,-0.1,903,'J_021_12','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(904,901,40,'',99,NULL,'basic?',NULL,1,7,NULL,7.55,NULL,NULL,NULL,904,'J_021_13','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(905,905,20,'',99,NULL,'basic?',NULL,1,7,NULL,5.39,NULL,NULL,NULL,905,'J_021_14','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(906,905,20,'',60,NULL,'total?',NULL,1,7,NULL,5.39,NULL,NULL,NULL,906,'J_021_15','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(907,901,20,'',99,NULL,'basic?',NULL,1,7,NULL,-5.39,NULL,NULL,NULL,907,'J_021_16','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(908,901,20,'',99,NULL,'basic?',NULL,1,28,NULL,-7.55,NULL,10000,0.4,908,'J_021_17','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(909,909,20,'',99,NULL,'basic?',NULL,1,3,NULL,NULL,NULL,NULL,NULL,909,'J_022_01','Normal Portland Cement',NULL),(910,909,20,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,910,'J_022_02','Normal Portland Cement',NULL),(911,911,20,'',99,NULL,'basic?',NULL,1,28,NULL,NULL,NULL,NULL,NULL,911,'J_022_03','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(912,912,20,'',99,NULL,'basic?',NULL,1,3,NULL,NULL,NULL,NULL,NULL,912,'J_022_04','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(913,912,20,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,913,'J_022_05','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(914,912,20,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,914,'J_022_06','unknown amount of AEA, expansive admixture, 10kg/m3 ?',NULL),(915,915,20,'',99,NULL,'basic?',NULL,1,28,NULL,NULL,NULL,NULL,NULL,915,'J_022_07','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(916,916,20,'',99,NULL,'basic?',NULL,1,3,NULL,NULL,NULL,NULL,NULL,916,'J_022_08','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(917,916,20,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,917,'J_022_09','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(918,916,40,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,918,'J_022_10','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(919,916,20,'',99,NULL,'basic?',NULL,1,28,NULL,NULL,NULL,NULL,NULL,919,'J_022_11','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(920,916,20,'',100,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,920,'J_022_12','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(921,916,20,'',60,NULL,'total?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,921,'J_022_13','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(922,916,20,'',99,NULL,'basic?',NULL,1,7,NULL,NULL,NULL,NULL,NULL,922,'J_022_14','unknown amount of AEA, expansive admixture, 15kg/m3 ?',NULL),(923,923,20,'',99,1,'basic?',NULL,1,7,NULL,-5.3,NULL,NULL,NULL,923,'J_023_01','Dimension Else 140x300',NULL),(924,923,20,'',99,1,'basic?',NULL,1,28,NULL,-8.2,NULL,3137.26,0.1,924,'J_023_02','Dimension Else 140x300',NULL),(925,925,20,'',NULL,NULL,'total?',NULL,1,28,NULL,7.84,NULL,NULL,NULL,925,'J_025_01','Removal of mold: 1day after casting, Curing: in water till the age of 1 week and in air till the age of 7 weeks and then dried at 105C',NULL),(926,925,60,'',NULL,NULL,'total?',NULL,1,28,NULL,7.84,NULL,NULL,NULL,926,'J_025_02','Removal of mold: 1day after casting, Curing: in water till the age of 1 week and in air till the age of 7 weeks and then dried at 105C',NULL),(927,925,100,'',NULL,NULL,'total?',NULL,1,28,NULL,7.84,NULL,NULL,NULL,927,'J_025_03','Removal of mold: 1day after casting, Curing: in water till the age of 1 week and in air till the age of 7 weeks and then dried at 105C',NULL),(928,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,928,'J_026_01','Normal Portland Cement',NULL),(929,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,929,'J_026_02','Normal Portland Cement',NULL),(930,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,930,'J_026_03','Normal Portland Cement',NULL),(931,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,931,'J_026_04','Normal Portland Cement',NULL),(932,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,932,'J_026_05','Normal Portland Cement',NULL),(933,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,933,'J_026_06','Normal Portland Cement',NULL),(934,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,934,'J_026_07','Normal Portland Cement',NULL),(935,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,935,'J_026_08','Normal Portland Cement',NULL),(936,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,936,'J_026_09','Normal Portland Cement',NULL),(937,928,30,'',NULL,NULL,'total?',NULL,0,28,NULL,19.6,NULL,NULL,NULL,937,'J_026_10','Normal Portland Cement',NULL),(938,938,NULL,'',99,NULL,'basic?',NULL,1,3,NULL,6.28,NULL,NULL,NULL,938,'J_027_01','Normal Portland Cement',NULL),(939,938,NULL,'',99,NULL,'basic?',NULL,1,8,NULL,8.51,NULL,NULL,NULL,939,'J_027_02','Normal Portland Cement',NULL),(940,938,NULL,'',99,NULL,'basic?',NULL,1,28,NULL,11.3,NULL,NULL,NULL,940,'J_027_03','Normal Portland Cement',NULL),(941,938,NULL,'',99,NULL,'basic?',NULL,1,63,NULL,13.1,NULL,NULL,NULL,941,'J_027_04','Normal Portland 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Cement',NULL),(958,958,150,'',NULL,28,'total?',NULL,1,89,NULL,7.84,NULL,NULL,NULL,958,'J_031_01','Normal Portland Cement',NULL),(959,958,100,'',NULL,28,'total?',NULL,1,98,NULL,7.84,NULL,NULL,NULL,959,'J_031_02','Normal Portland Cement',NULL),(960,960,100,'',NULL,28,'total?',NULL,1,89,NULL,7.84,NULL,NULL,NULL,960,'J_031_03','Normal Portland Cement',NULL),(961,961,20,'',60,28,'total?',NULL,1,91,NULL,7.35,NULL,NULL,NULL,961,'J_031_04','Normal Portland Cement',NULL),(962,961,20,'',60,28,'total?',NULL,1,91,NULL,7.35,NULL,NULL,NULL,962,'J_031_05','Normal Portland Cement',NULL),(963,961,20,'',60,28,'total?',NULL,1,91,NULL,7.35,NULL,NULL,NULL,963,'J_031_06','Normal Portland Cement',NULL),(964,961,20,'',60,28,'total?',NULL,1,91,NULL,7.35,NULL,NULL,NULL,964,'J_031_07','Normal Portland Cement',NULL),(965,965,20.5,'',82.4,5,'total?',NULL,0,14,NULL,5.88,NULL,NULL,NULL,965,'J_032_01','Normal Portland Cement',NULL),(966,966,20.5,'',82.4,5,'total?',NULL,0,14,NULL,5.88,NULL,NULL,NULL,966,'J_032_02','High Early Strength Portland Cement',NULL),(967,967,20.5,'',82.4,5,'total?',NULL,0,14,NULL,5.88,NULL,NULL,NULL,967,'J_032_03','High Early Strength Portland Cement',NULL),(968,968,20,NULL,NULL,NULL,'total?',NULL,1,3,NULL,8.82,NULL,NULL,NULL,968,'J_034_01','High Early Strength Portland Cement',NULL),(969,968,20,NULL,NULL,NULL,'total?',NULL,1,7,NULL,8.82,NULL,NULL,NULL,969,'J_034_02','High Early Strength Portland Cement',NULL),(970,968,20,NULL,NULL,NULL,'total?',NULL,1,14,NULL,8.82,NULL,NULL,NULL,970,'J_034_03','High Early Strength Portland Cement',NULL),(971,968,20,NULL,NULL,NULL,'total?',NULL,1,28,NULL,8.82,NULL,NULL,NULL,971,'J_034_04','High Early Strength Portland Cement',NULL),(972,972,20,NULL,NULL,NULL,'total?',NULL,1,14,NULL,8.82,NULL,NULL,NULL,972,'J_034_05','High Early Strength Portland 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used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(979,976,20,NULL,NULL,NULL,'total?',NULL,1,28,NULL,27.9,NULL,NULL,NULL,979,'J_034_12','High Early Strength Portland Cement the silica fume used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(980,980,20,NULL,NULL,NULL,'total?',NULL,1,14,NULL,27.9,NULL,NULL,NULL,980,'J_034_13','High Early Strength Portland Cement the silica fume used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(981,980,20,NULL,NULL,NULL,'total?',NULL,1,28,NULL,27.9,NULL,NULL,NULL,981,'J_034_14','High Early Strength Portland Cement the silica fume used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(982,982,20,NULL,NULL,NULL,'total?',NULL,1,14,NULL,13.7,NULL,NULL,NULL,982,'J_034_15','High Early Strength Portland Cement the silica fume used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(983,982,20,NULL,NULL,NULL,'total?',NULL,1,28,NULL,13.7,NULL,NULL,NULL,983,'J_034_16','High Early Strength Portland Cement the silica fume used was microsilica with 0.9 SiO2 content and 200000 cm2/g specific surface area.',NULL),(984,984,40,'',100,NULL,'basic?',NULL,0,1,NULL,NULL,NULL,NULL,NULL,984,'J_039_01',NULL,NULL),(985,985,40,'',100,NULL,'basic?',NULL,0,1,NULL,NULL,NULL,NULL,NULL,985,'J_039_02',NULL,NULL),(986,986,40,'',100,NULL,'basic?',NULL,0,1,NULL,NULL,NULL,NULL,NULL,986,'J_039_03',NULL,NULL),(987,984,40,'',100,NULL,'basic?',NULL,0,4,NULL,NULL,NULL,-863.997,-9.3,987,'J_039_04',NULL,NULL),(988,985,40,'',100,NULL,'basic?',NULL,0,4,NULL,NULL,NULL,NULL,NULL,988,'J_039_05',NULL,NULL),(989,986,40,'',100,NULL,'basic?',NULL,0,4,NULL,NULL,NULL,-1728,-5.5,989,'J_039_06',NULL,NULL),(990,990,40,'',100,NULL,'basic?',NULL,0,4,NULL,NULL,NULL,NULL,NULL,990,'J_039_07',NULL,NULL),(991,991,NULL,NULL,99,NULL,'basic?',NULL,1,0.65,NULL,4.2,NULL,NULL,NULL,991,'J_044_01','High Early 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admixture',NULL),(1152,1152,21,'',50,NULL,'total','table',1,28,NULL,24,0.4,NULL,NULL,1152,'D_009_13','ASTM C 494 Type A water-reducing admixture',NULL),(1153,1152,21,'',50,NULL,'total','table',1,28,NULL,18,0.3,NULL,NULL,1153,'D_009_14','ASTM C 494 Type A water-reducing admixture',NULL),(1154,1152,21,'',50,NULL,'total','table',1,28,NULL,12,0.2,NULL,NULL,1154,'D_009_15','ASTM C 494 Type A water-reducing admixture',NULL),(1155,1155,20,'',50,NULL,'total','table',1,28,NULL,8,0.353982,NULL,NULL,1155,'D_014_01','expanded clay aggregate',NULL),(1156,1156,20,'',50,NULL,'total','table',1,28,NULL,12,0.385852,NULL,NULL,1156,'D_014_02','expanded clay aggregate',NULL),(1157,1157,20,'',50,NULL,'total','table',1,28,NULL,16,0.412371,NULL,NULL,1157,'D_014_03','expanded clay aggregate',NULL),(1158,1158,20,'',50,NULL,'total','table',1,28,NULL,8,0.406091,NULL,NULL,1158,'D_014_04','granite aggregate',NULL),(1159,1159,20,'',50,NULL,'total','table',1,28,NULL,12,0.362538,NULL,NULL,1159,'D_014_05','granite aggregate',NULL),(1160,1160,20,'',50,NULL,'total','table',1,28,NULL,16,0.416667,NULL,NULL,1160,'D_014_06','granite aggregate',NULL),(1161,1161,20,'',50,NULL,'total','table',1,28,NULL,8,0.38835,NULL,NULL,1161,'D_014_07','quartizite aggregate',NULL),(1162,1162,20,'',50,NULL,'total','table',1,28,NULL,12,0.383387,NULL,NULL,1162,'D_014_08','quartizite aggregate',NULL),(1163,1163,20,'',50,NULL,'total','table',1,28,NULL,16,0.411311,NULL,NULL,1163,'D_014_09','quartizite aggregate',NULL),(1164,1164,20,'',50,NULL,'total','table',1,28,NULL,8,0.379147,NULL,NULL,1164,'D_014_10','river gravel aggregate',NULL),(1165,1165,20,'',50,NULL,'total','table',1,28,NULL,12,0.362538,NULL,NULL,1165,'D_014_11','river gravel aggregate',NULL),(1166,1166,20,'',50,NULL,'total','table',1,28,NULL,16,0.389294,NULL,NULL,1166,'D_014_12','river gravel aggregate',NULL),(1167,1167,NULL,'',35,NULL,'basic','linear',0,7,19.58,5.874,0.219589,NULL,NULL,1167,'D_016_01','curing room, calcium chloride',NULL),(1168,1168,NULL,'',35,NULL,'basic','linear',0,7,15.79,4.734,0.20873,NULL,NULL,1168,'D_016_02','curing room , lignosulfonate',NULL),(1169,1169,NULL,'',35,NULL,'basic','linear',0,7,15.51,4.653,0.201516,NULL,NULL,1169,'D_016_03','curing room',NULL),(1170,1170,NULL,'',35,NULL,'basic','linear',0,7,16.62,4.983,0.220389,NULL,NULL,1170,'D_016_04','curing room, lignosulfonate and triethanolamine',NULL),(1171,1171,NULL,NULL,NULL,NULL,'basic','linear',0,28,NULL,55.11,0.33,NULL,NULL,1171,'D_018_01','low-heat cement with silica fume',NULL),(1172,1172,20,'',NULL,NULL,'total','linear',0,28,NULL,32.4,0.4,NULL,NULL,1172,'D_021_01',NULL,NULL),(1173,1173,20,'',NULL,NULL,'total','linear',0,28,NULL,40.6506,0.404887,NULL,NULL,1173,'D_021_02',NULL,NULL),(1174,1174,20,'',NULL,NULL,'total','linear',0,28,NULL,42.3051,0.40678,NULL,NULL,1174,'D_021_03',NULL,NULL),(1175,1175,20,NULL,99,NULL,'basic','linear',1,5,NULL,8,NULL,NULL,NULL,1175,'D_022_02',NULL,NULL),(1176,1176,20,NULL,99,NULL,'basic','linear',1,3,NULL,14.5,0.166031,NULL,NULL,1176,'D_022_03',NULL,NULL),(1177,1177,20,NULL,99,NULL,'basic','linear',0,7,NULL,14,0.169815,NULL,NULL,1177,'D_022_04',NULL,NULL),(1178,1176,20,NULL,99,NULL,'basic','linear',0,3,NULL,8,0.0916031,NULL,NULL,1178,'D_022_05',NULL,NULL),(1179,1179,20,NULL,99,NULL,'basic','linear',0,28,NULL,22.6,0.32518,NULL,NULL,1179,'D_022_06',NULL,NULL),(1180,1180,20,NULL,50,NULL,'total','linear',0,28,NULL,21,0.271168,NULL,NULL,1180,'D_022_07',NULL,NULL),(1181,1176,20,NULL,50,NULL,'total','linear',0,3,NULL,14,0.160305,NULL,NULL,1181,'D_022_08',NULL,NULL),(1182,1179,20,NULL,50,NULL,'total','linear',0,28,NULL,23,0.330935,NULL,NULL,1182,'D_022_09',NULL,NULL),(1183,1176,20,NULL,50,NULL,'total','linear',0,3,NULL,9,0.103053,NULL,NULL,1183,'D_022_10',NULL,NULL),(1184,1177,20,NULL,50,NULL,'total','linear',1,7,NULL,14,0.169815,NULL,NULL,1184,'D_022_11',NULL,NULL),(1185,1185,20,NULL,50,NULL,'total','linear',1,0.6,NULL,4.75,0.0570228,NULL,NULL,1185,'D_022_12',NULL,NULL),(1186,1185,20,NULL,50,NULL,'total','linear',1,7,NULL,5.84,0.070108,NULL,NULL,1186,'D_022_13',NULL,NULL),(1187,1185,20,NULL,50,NULL,'total','linear',1,14,NULL,13.58,0.163025,NULL,NULL,1187,'D_022_14',NULL,NULL),(1188,1185,20,NULL,50,NULL,'total','linear',1,28,NULL,21.81,0.261825,NULL,NULL,1188,'D_022_15',NULL,NULL),(1189,1185,20,NULL,50,NULL,'total','linear',1,1,NULL,20.17,0.242137,NULL,NULL,1189,'D_022_16','mixed loaded 4.3 at 1.23d and then 20.17 Mpa at 7.19d ',NULL),(1190,1185,20,NULL,50,NULL,'total','linear',1,1,NULL,19.55,0.234694,NULL,NULL,1190,'D_022_17','mixed loaded 4.4 at 1.3d and then 19.55 at 14.30d',NULL),(1191,1185,20,NULL,99,NULL,'total','linear',1,1,NULL,5.17,0.0620648,NULL,NULL,1191,'D_022_18',NULL,NULL),(1192,1192,20,NULL,99,NULL,'total','linear',1,14,NULL,13.76,0.18645,NULL,NULL,1192,'D_022_19',NULL,NULL),(1193,1193,20,NULL,99,NULL,'basic','linear',1,1,NULL,7.071,0.124951,NULL,NULL,1193,'D_024_01','With autogeneous shrinkage subtracted.',NULL),(1194,1193,20,NULL,99,NULL,'basic','linear',1,3,NULL,9.354,0.165294,NULL,NULL,1194,'D_024_02','With autogeneous shrinkage subtracted.',NULL),(1195,1193,20,NULL,99,NULL,'basic','linear',1,7,NULL,11.781,0.208182,-3100.89,-10.8,1195,'D_024_03','With autogeneous shrinkage subtracted.',NULL),(1196,1193,20,NULL,99,NULL,'basic','linear',1,28,NULL,16.977,0.3,NULL,NULL,1196,'D_024_04','With autogeneous shrinkage subtracted.',NULL),(1197,1197,20,NULL,99,NULL,'basic','linear',1,1,NULL,4.659,0.109986,NULL,NULL,1197,'D_024_05','With autogeneous shrinkage subtracted.',NULL),(1198,1197,20,NULL,99,NULL,'basic','linear',1,3,NULL,7.347,0.173442,NULL,NULL,1198,'D_024_06','With autogeneous shrinkage subtracted.',NULL),(1199,1197,20,NULL,99,NULL,'basic','linear',1,7,NULL,9.144,0.215864,NULL,NULL,1199,'D_024_07','With autogeneous shrinkage subtracted.',NULL),(1200,1197,20,NULL,99,NULL,'basic','linear',1,28,NULL,12.708,0.3,NULL,NULL,1200,'D_024_08','With autogeneous shrinkage subtracted.',NULL),(1201,1201,20,NULL,99,NULL,'basic','linear',1,1,NULL,2.847,0.0809267,NULL,NULL,1201,'D_024_09','With autogeneous shrinkage subtracted.',NULL),(1202,1201,20,NULL,99,NULL,'basic','linear',1,3,NULL,5.244,0.149062,NULL,NULL,1202,'D_024_10','With autogeneous shrinkage subtracted.',NULL),(1203,1201,20,NULL,99,NULL,'basic','linear',1,7,NULL,7.608,0.216259,NULL,NULL,1203,'D_024_11','With autogeneous shrinkage subtracted.',NULL),(1204,1201,20,NULL,99,NULL,'basic','linear',1,28,NULL,10.554,0.3,NULL,NULL,1204,'D_024_12','With autogeneous shrinkage subtracted.',NULL),(1205,1205,20,NULL,99,NULL,'basic','linear',1,1,NULL,1.557,0.0588658,NULL,NULL,1205,'D_024_13','With autogeneous shrinkage subtracted.',NULL),(1206,1205,20,NULL,99,NULL,'basic','linear',1,3,NULL,3.444,0.130208,NULL,NULL,1206,'D_024_14','With autogeneous shrinkage subtracted.',NULL),(1207,1205,20,NULL,99,NULL,'basic','linear',1,7,NULL,5.808,0.219584,-10000,-1.1,1207,'D_024_15','With autogeneous shrinkage subtracted.',NULL),(1208,1205,20,NULL,99,NULL,'basic','linear',1,28,NULL,7.935,0.3,NULL,NULL,1208,'D_024_16','With autogeneous shrinkage subtracted.',NULL),(1209,1193,20,NULL,99,NULL,'basic','linear',1,1,NULL,7.071,0.124951,NULL,NULL,1209,'D_024_17','Contains autogeneous shrinkage.',NULL),(1210,1193,20,NULL,99,NULL,'basic','linear',1,3,NULL,9.354,0.165294,NULL,NULL,1210,'D_024_18','Contains autogeneous shrinkage.',NULL),(1211,1193,20,NULL,99,NULL,'basic','linear',1,7,NULL,11.781,0.208182,NULL,NULL,1211,'D_024_19','Contains autogeneous shrinkage.',NULL),(1212,1193,20,NULL,99,NULL,'basic','linear',1,28,NULL,16.977,0.3,NULL,NULL,1212,'D_024_20','Contains autogeneous shrinkage.',NULL),(1213,1197,20,NULL,99,NULL,'basic','linear',1,1,NULL,4.659,0.109986,NULL,NULL,1213,'D_024_21','Contains autogeneous shrinkage.',NULL),(1214,1197,20,NULL,99,NULL,'basic','linear',1,3,NULL,7.347,0.173442,NULL,NULL,1214,'D_024_22','Contains autogeneous shrinkage.',NULL),(1215,1197,20,NULL,99,NULL,'basic','linear',1,7,NULL,9.144,0.215864,NULL,NULL,1215,'D_024_23','Contains autogeneous shrinkage.',NULL),(1216,1197,20,NULL,99,NULL,'basic','linear',1,28,NULL,12.708,0.3,NULL,NULL,1216,'D_024_24','Contains autogeneous shrinkage.',NULL),(1217,1201,20,NULL,99,NULL,'basic','linear',1,1,NULL,2.847,0.0809267,NULL,NULL,1217,'D_024_25','Contains autogeneous shrinkage.',NULL),(1218,1201,20,NULL,99,NULL,'basic','linear',1,3,NULL,5.244,0.149062,NULL,NULL,1218,'D_024_26','Contains autogeneous shrinkage.',NULL),(1219,1201,20,NULL,99,NULL,'basic','linear',1,7,NULL,7.608,0.216259,NULL,NULL,1219,'D_024_27','Contains autogeneous shrinkage.',NULL),(1220,1201,20,NULL,99,NULL,'basic','linear',1,28,NULL,10.554,0.3,-8052.48,-28.3,1220,'D_024_28','Contains autogeneous shrinkage.',NULL),(1221,1205,20,NULL,99,NULL,'basic','linear',1,1,NULL,1.557,0.0588658,NULL,NULL,1221,'D_024_29','Contains autogeneous shrinkage.',NULL),(1222,1205,20,NULL,99,NULL,'basic','linear',1,3,NULL,3.444,0.130208,NULL,NULL,1222,'D_024_30','Contains autogeneous shrinkage.',NULL),(1223,1205,20,NULL,99,NULL,'basic','linear',1,7,NULL,5.808,0.219584,NULL,NULL,1223,'D_024_31','Contains autogeneous shrinkage.',NULL),(1224,1205,20,NULL,99,NULL,'basic','linear',1,28,NULL,7.935,0.3,NULL,NULL,1224,'D_024_32','Contains autogeneous shrinkage.',NULL),(1225,1225,20,NULL,65,NULL,'basic','linear',0,7,NULL,15.51,0.33,NULL,NULL,1225,'D_027_01',NULL,NULL),(1226,1226,20,NULL,65,NULL,'basic','linear',0,7,NULL,14.19,0.33,NULL,NULL,1226,'D_027_02',NULL,NULL),(1227,1227,20,NULL,65,NULL,'basic','linear',0,7,NULL,16.5,0.33,NULL,NULL,1227,'D_027_03',NULL,NULL),(1228,1228,20,NULL,65,NULL,'basic','linear',0,7,NULL,18.81,0.33,NULL,NULL,1228,'D_027_04',NULL,NULL),(1229,1229,20,NULL,65,NULL,'basic','linear',0,7,NULL,17.82,0.33,NULL,NULL,1229,'D_027_05',NULL,NULL),(1230,1230,20,NULL,65,NULL,'basic','linear',0,7,NULL,15.51,0.33,NULL,NULL,1230,'D_027_06',NULL,NULL),(1231,1231,20,NULL,65,NULL,'basic','linear',0,7,NULL,12.87,0.33,NULL,NULL,1231,'D_027_07',NULL,NULL),(1232,1232,20,NULL,50,NULL,'basic','linear',1,1,NULL,25,0.36,NULL,NULL,1232,'D_029_01','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1233,1233,20,NULL,50,NULL,'basic','linear',1,3,NULL,25,0.36,NULL,NULL,1233,'D_029_02','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1234,1233,20,NULL,50,NULL,'basic','linear',1,7,NULL,25,0.36,NULL,NULL,1234,'D_029_03','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1235,1235,20,NULL,50,NULL,'basic','linear',1,1,NULL,25,0.37,NULL,NULL,1235,'D_029_04','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1236,1236,20,NULL,50,NULL,'basic','linear',1,3,NULL,25,0.37,NULL,NULL,1236,'D_029_05','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1237,1236,20,NULL,50,NULL,'basic','linear',1,7,NULL,25,0.37,NULL,NULL,1237,'D_029_06','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1238,1238,20,NULL,50,NULL,'basic','linear',1,1,NULL,25,0.37,NULL,NULL,1238,'D_029_07','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1239,1239,20,NULL,50,NULL,'basic','linear',1,3,NULL,25,0.37,NULL,NULL,1239,'D_029_08','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1240,1239,20,NULL,50,NULL,'basic','linear',1,7,NULL,25,0.37,NULL,NULL,1240,'D_029_09','demoulded after 1 day, stored at 20° and 50%RH',NULL),(1241,1241,20,NULL,100,NULL,'basic','linear',0,14,NULL,16,0.25,NULL,NULL,1241,'D_030_01','stored in ocean water during test',NULL),(1242,1241,20,NULL,100,NULL,'basic','linear',0,14,NULL,33,0.5,NULL,NULL,1242,'D_030_02','stored in ocean water during test',NULL),(1243,1241,20,NULL,100,NULL,'basic','linear',0,14,NULL,50,0.75,NULL,NULL,1243,'D_030_03','stored in ocean water during test',NULL),(1244,1244,20,NULL,50,NULL,'drying','linear',0,7,NULL,10,0.172414,NULL,NULL,1244,'D_031_01',NULL,NULL),(1245,1244,20,NULL,99,NULL,'basic','linear',0,7,NULL,10,0.172414,NULL,NULL,1245,'D_031_02',NULL,NULL),(1246,1246,20,NULL,50,NULL,'drying','linear',0,7,NULL,10,0.153846,NULL,NULL,1246,'D_031_03',NULL,NULL),(1247,1246,20,NULL,99,NULL,'basic','linear',0,7,NULL,10,0.153846,NULL,NULL,1247,'D_031_04',NULL,NULL),(1248,1248,20,NULL,50,NULL,'drying','linear',0,7,NULL,10,0.148148,NULL,NULL,1248,'D_031_05',NULL,NULL),(1249,1248,20,NULL,99,NULL,'basic','linear',0,7,NULL,10,0.148148,NULL,NULL,1249,'D_031_06',NULL,NULL),(1250,1250,20,NULL,50,NULL,'drying','linear',0,7,NULL,10,0.142857,NULL,NULL,1250,'D_031_07',NULL,NULL),(1251,1250,20,NULL,99,NULL,'basic','linear',0,7,NULL,10,0.142857,NULL,NULL,1251,'D_031_08',NULL,NULL),(1252,1244,20,NULL,50,NULL,'drying','linear',0,28,NULL,10,0.172414,NULL,NULL,1252,'D_031_09',NULL,NULL),(1253,1244,20,NULL,99,NULL,'basic','linear',0,28,NULL,10,0.172414,NULL,NULL,1253,'D_031_10',NULL,NULL),(1254,1246,20,NULL,50,NULL,'drying','linear',0,28,NULL,10,0.153846,NULL,NULL,1254,'D_031_11',NULL,NULL),(1255,1246,20,NULL,99,NULL,'basic','linear',0,28,NULL,10,0.153846,NULL,NULL,1255,'D_031_12',NULL,NULL),(1256,1248,20,NULL,50,NULL,'drying','linear',0,28,NULL,10,0.148148,NULL,NULL,1256,'D_031_13',NULL,NULL),(1257,1248,20,NULL,99,NULL,'basic','linear',0,28,NULL,10,0.148148,NULL,NULL,1257,'D_031_14',NULL,NULL),(1258,1250,20,NULL,50,NULL,'drying','linear',0,28,NULL,10,0.142857,NULL,NULL,1258,'D_031_15',NULL,NULL),(1259,1250,20,NULL,99,NULL,'basic','linear',0,28,NULL,10,0.142857,NULL,NULL,1259,'D_031_16',NULL,NULL),(1260,1260,20,NULL,60,NULL,'basic','log',0,7,NULL,11.592,0.271985,-86.3972,-16.2,1260,'D_032_01','2 days wet curing',NULL),(1261,1261,20,NULL,60,NULL,'basic','log',0,7,NULL,17.71,0.415533,NULL,NULL,1261,'D_032_02','2 days wet curing',NULL),(1262,1262,20,NULL,60,NULL,'basic','log',0,7,NULL,9.54,0.27781,NULL,NULL,1262,'D_032_03','2 days wet curing',NULL),(1263,1263,20,NULL,60,NULL,'basic','log',0,7,NULL,14.575,0.424432,NULL,NULL,1263,'D_032_04','2 days wet curing',NULL),(1264,1264,20,NULL,60,NULL,'basic','log',0,7,NULL,12.06,0.301124,-86.3978,-16.7,1264,'D_032_05','2 days wet curing',NULL),(1265,1265,20,NULL,60,NULL,'basic','log',0,7,NULL,14.74,0.36804,NULL,NULL,1265,'D_032_06','2 days wet curing',NULL),(1266,1266,20,NULL,60,NULL,'basic','log',0,7,NULL,17.8668,0.308847,NULL,NULL,1266,'D_032_07','2 days wet curing',NULL),(1267,1267,20,NULL,60,NULL,'basic','log',0,7,NULL,27.2965,0.47185,NULL,NULL,1267,'D_032_08','2 days wet curing',NULL),(1268,1260,20,NULL,60,NULL,'basic','log',0,28,NULL,11.592,0.271985,NULL,NULL,1268,'D_032_09','2 days wet 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from ACI formulas',NULL),(1405,1404,20,NULL,60,NULL,'basic',NULL,0,14,35.2,7,0.198864,NULL,NULL,1405,'D_075_02','ft0 from ACI formulas',NULL),(1406,1404,20,NULL,60,NULL,'basic',NULL,0,21,38.4,7,0.182292,NULL,NULL,1406,'D_075_03','ft0 from ACI formulas',NULL),(1407,1404,20,NULL,60,NULL,'basic',NULL,0,28,40,7,0.175,NULL,NULL,1407,'D_075_04','ft0 from ACI formulas',NULL),(1408,1404,20,NULL,60,NULL,'basic',NULL,0,84,44.6,7,0.156951,NULL,NULL,1408,'D_075_05','ft0 from ACI formulas',NULL),(1409,1404,20,NULL,60,NULL,'basic',NULL,0,182,45.9,7,0.152505,NULL,NULL,1409,'D_075_06','ft0 from ACI formulas',NULL),(1410,1410,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1410,'D_076_01','ft0 from ACI formulas',NULL),(1411,1404,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1411,'D_076_02','ft0 from ACI formulas',NULL),(1412,1412,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1412,'D_076_03','ft0 from ACI formulas',NULL),(1413,1413,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1413,'D_076_04','ft0 from ACI formulas',NULL),(1414,1414,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1414,'D_076_05','ft0 from ACI formulas',NULL),(1415,1415,20,NULL,95,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1415,'D_076_06','sealed  - ft0 from ACI formulas',NULL),(1416,1404,20,NULL,60,NULL,'total',NULL,0,8,35.2,7,0.198864,NULL,NULL,1416,'D_077_01','ft0 from ACI formulas',NULL),(1417,1404,20,NULL,60,NULL,'total',NULL,0,14,38.4,7,0.182292,NULL,NULL,1417,'D_077_02','ft0 from ACI formulas',NULL),(1418,1404,20,NULL,60,NULL,'total',NULL,0,21,40,7,0.175,NULL,NULL,1418,'D_077_03','ft0 from ACI formulas',NULL),(1419,1404,20,NULL,60,NULL,'total',NULL,0,28,44.6,7,0.156951,NULL,NULL,1419,'D_077_04','ft0 from ACI formulas',NULL),(1420,1404,20,NULL,60,NULL,'total',NULL,0,84,45.9,7,0.152505,NULL,NULL,1420,'D_077_05','ft0 from ACI formulas',NULL),(1421,1404,20,NULL,60,NULL,'total',NULL,0,182,29.6,7,0.236486,NULL,NULL,1421,'D_077_06','ft0 from ACI formulas',NULL),(1422,1422,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1422,'D_078_01','ft0 from ACI formulas',NULL),(1423,1423,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1423,'D_078_02','ft0 from ACI formulas',NULL),(1424,1424,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1424,'D_078_03','ft0 from ACI formulas',NULL),(1425,1425,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1425,'D_078_04','ft0 from ACI formulas',NULL),(1426,1426,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1426,'D_078_05','ft0 from ACI formulas',NULL),(1427,1427,20,NULL,95,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1427,'D_078_06','sealed  - ft0 from ACI formulas',NULL),(1428,1428,20,NULL,60,NULL,'total',NULL,0,8,29.6,7,0.236486,NULL,NULL,1428,'D_079_01','ft0 from ACI formulas',NULL),(1429,1428,20,NULL,60,NULL,'total',NULL,0,14,35.2,7,0.198864,NULL,NULL,1429,'D_079_02','ft0 from ACI formulas',NULL),(1430,1428,20,NULL,60,NULL,'total',NULL,0,21,38.4,7,0.182292,NULL,NULL,1430,'D_079_03','ft0 from ACI formulas',NULL),(1431,1428,20,NULL,60,NULL,'total',NULL,0,28,40,7,0.175,NULL,NULL,1431,'D_079_04','ft0 from ACI formulas',NULL),(1432,1428,20,NULL,60,NULL,'total',NULL,0,84,44.6,7,0.156951,NULL,NULL,1432,'D_079_05','ft0 from ACI formulas',NULL),(1433,1428,20,NULL,60,NULL,'total',NULL,0,182,45.9,7,0.152505,NULL,NULL,1433,'D_079_06','ft0 from ACI formulas',NULL),(1434,1434,20,NULL,65,2,'total','linear',1,2,18.3,5.5,0.3,NULL,NULL,1434,'D_079_07','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL),(1435,1434,20,NULL,65,7,'total','linear',1,7,29,8.7,0.3,NULL,NULL,1435,'D_079_08','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL),(1436,1434,20,NULL,65,28,'total','linear',1,28,35.9,10.8,0.3,NULL,NULL,1436,'D_079_09','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL),(1437,1434,20,NULL,99,NULL,'basic','linear',1,2,18.3,5.5,0.3,NULL,NULL,1437,'D_079_10','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL),(1438,1434,20,NULL,99,NULL,'basic','linear',1,7,29,8.7,0.3,NULL,NULL,1438,'D_079_11','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL),(1439,1434,20,NULL,99,NULL,'basic','linear',1,28,35.9,10.8,0.3,7460.25,0,1439,'D_079_12','Remark: According to Ross (1944) and referenced by Hansen and Mattock (1966) \"a suitable parameter for use in comparing the shrinkage of members of differing size and shape is the ratio of the exposed surface area S, to the volume of the member V',NULL);

--
-- Table structure for table `literature`
--

CREATE TABLE `literature` (
  `L_id` int NOT NULL AUTO_INCREMENT COMMENT '[INT] Primary key',
  `L_authorYear` varchar(200) CHARACTER SET utf8 COLLATE utf8_general_ci NOT NULL COMMENT '[e.g. Acker:1998] Unique reference in the form author:year',
  `L_authors` text CHARACTER SET utf8 COLLATE utf8_general_ci COMMENT '[e.g. Bažant, Z.P. and Baweja, S.] Authors',
  `L_title` text CHARACTER SET utf8 COLLATE utf8_general_ci COMMENT '[TEXT] Title of article',
  `L_published_in` text CHARACTER SET utf8 COLLATE utf8_general_ci COMMENT '[TEXT] Journal/report/proceedings where to find',
  `L_year` smallint DEFAULT NULL COMMENT '[e.g. 1998] Published year',
  `L_doi` text COMMENT '[TEXT] Digital object identifier',
  `L_oldRefText` text CHARACTER SET utf8 COLLATE utf8_general_ci COMMENT '[TEXT] Reference from old database, kept for backtracking and potentially could be removed',
  `L_oldRefNum` int DEFAULT NULL COMMENT '[INT] Reference from old database, kept for backtracking and potentially could be removed',
  `L_oldOrig` text CHARACTER SET utf8 COLLATE utf8_general_ci COMMENT '[TEXT] Reference from old database, kept for backtracking and potentially could be removed',
  PRIMARY KEY (`L_id`),
  KEY `id` (`L_id`)
) ENGINE=InnoDB AUTO_INCREMENT=1000 DEFAULT CHARSET=utf8;

--
-- Dumping data for table `literature`
--

INSERT INTO `literature` VALUES (1,'Acker:1998','Acker, P., Bazant, Z.P., Chern, J.C., Huet, C., and Wittmann, F.H.','RILEM Recommendation on Measurement of Time-Dependent Strains of Concrete (prepared by Subcommittee 4 of RILEM Committee TC107-CSP)','Materials and Structures (RILEM, Paris) 31 (No. 212, Oct.), 1998, 507-512',1998,NULL,'Acker-1',1,'Acker, P., Bazant, Z.P., Chern, J.C., Huet, C., and Wittmann, F.H. “RILEM Recommendation on Measurement of Time-Dependent Strains of Concrete (prepared by Subcommittee 4 of RILEM Committee TC107-CSP). Materials and Structures (RILEM, Paris) 31 (No. 212, Oct.), 507-512, 1998.'),(2,'Al-Alusi:1972','Al-Alusi, H.R., Bertero, V.V., Polivka, M.','Effect of humidity on the time-dependent behavior of concrete under sustained load','Report No. UCSESM 72-2, Structural Engineering Laboratory, University of California, Berkeley (1972)',1972,NULL,'Al-Alusi-2',2,'Al-Alusi, H.R., Bertero, V.V., Polivka, M. “Effect of humidity on the time-dependent behavior of concrete under sustained load.\" Report No. UCSESM 72-2, Structural Engineering Laboratory, University of California, Berkeley (1972).'),(3,'Alvaredo:1993','Alvaredo, A.M., and Wittmann, F.H.','Shrinkage as influenced by strain softening and crack formation','Creep and Shrinkage of Concrete, Proceedings of the 5th International RILEM Symposium, ConCreep5, Barcelona Spain (1993), 103-113',1993,NULL,'Alvaredo-3',3,'Alvaredo, A.M., and Wittmann, F.H., “Shrinkage as influenced by strain softening and crack formation,\" in Creep and Shrinkage of Concrete, Proceedings of the 5th International RILEM Symposium, ConCreep5, Barcelona Spain (1993), 103-113.'),(4,'Arthanari:1967','Arthanari, S., Yu, C.W.','Creep of concrete under uniaxial and biaxial stresses at elevated temperatures','Magazine of Concrete Research Vol.19, No.60, (1967) pp. 149-155',1967,NULL,'Arthanari-4',4,'Arthanari, S., Yu, C.W. “Creep of concrete under uniaxial and biaxial stresses at elevated temperatures.\" Magazine of Concrete Research Vol.19, No.60, (1967) pp. 149-155.'),(5,'Bazant:1972','Bazant, Z.P.','Prediction of concrete creep effects using age-adjusted effective modulus method','American Concrete Institute Journal 69 (1972), 212-217',1972,NULL,'Bazant-5',5,'Bazant, Z.P., “Prediction of concrete creep effects using age-adjusted effective modulus method,\"American Concrete Institute Journal 69 (1972), 212-217.'),(6,'Bazant:1995','Bazant, Z.P., and Baweja, S.','Creep and shrinkage prediction model for analysis and design of concrete structures-model B3','(RILEM Recommendation 107-GSC). Materials and Structures (RILEM, Paris) 28, 357-365 , in collaboration with RILEM Committee TC 107-GCS; with Errata, Vol. 29 (March y1996), p. 126; and updated version in Adam Neville Symposium: Creep and Shrinkage-Structural Design Effects, ACI SP-194, A. Al-Manaseer, ed., Am. Concrete Institute, Farmington Hills, Michigan, 1995, 85-100',1995,NULL,'Bazant-6',6,'Bazant, Z.P., and Baweja, S. “Creep and shrinkage prediction model for analysis and design of concrete structures-model B3\" (RILEM Recommendation 107-GSC). Materials and Structures (RILEM, Paris) 28, 357-365 , in collaboration with RILEM Committee TC 107-GCS; with Errata, Vol. 29 (March y1996), p. 126; and updated version in Adam Neville Symposium: Creep and Shrinkage-Structural Design Effects, ACI SP-194, A. Al-Manaseer, ed., Am. Concrete Institute, Farmington Hills, Michigan, 85-100, 1995'),(7,'Bazant:2000','Bazant, Z.P., and Baweja, S.','Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures: Model B3','Adam Neville Symposium: Creep and Shrinkage – Structural Design Effects, ACI SP -194, A.Al-Manaseer,ed., Am. Concrete Institute, Farmington Hills, Michigan, 2000, 1-83',2000,NULL,'Bazant-7',7,'Bazant, Z.P., and Baweja, S. “Creep and Shrinkage Prediction Model for Analysis and Design of Concrete Structures: Model B“. Adam Neville Symposium: Creep and Shrinkage – Structural Design Effects, ACI SP -194, A.Al-Manaseer,ed., Am. Concrete Institute, Farmington Hills, Michigan, 2000, 1-83.'),(8,'Bazant:1985a','Bazant, Z.P., and Chern, J.-C.','Concrete creep at variable humidity: Constitutive law and mechanism','Materials and Structures (RILEM, Paris), 18 (1985), 1-20',1985,NULL,'Bazant-8',8,'Bazant, Z.P., and Chern, J.-C., “Concrete creep at variable humidity: Constitutive law and mechanism.\" Materials and Structures (RILEM, Paris), 18 (1985), 1-20.'),(9,'Bazant:1991b','Bazant, Z.P., and Kim, Joong-Koo','Improved prediction model for time-dependent deformations of concrete: Part 2–Basic creep','Materials and Structures, 24 (144), 1991, 409–421',1991,NULL,'Bazant-9',9,'Bazant, Z.P., and Kim, Joong-Koo “Improved prediction model for time-dependent deformations of concrete: Part 2–Basic creep.“ ibid., 24 (144), 409–421, 1991'),(10,'Bazant:2020','Bazant, Z.P., and Li, G.-H.','Comprehensive Database on Concrete Creep and Shrinkage','Download freely from Bazant\'s website www.civil.northwestern.edu/people/bazant.html or from the website of the Infrastructure Technology Institute of Northwestern University http://iti.northwestern.edu., 2020',2020,NULL,'Bazant-10',10,'Bazant, Z.P., and Li, G.-H. “Comprehensive Database on Concrete Creep and Shrinkage“. Download freely from Bazant\'s website www.civil.northwestern.edu/people/bazant.html or from the website of the Infrastructure Technology Institute of Northwestern University http://iti.northwestern.edu., 2020'),(11,'Bazant:2007','Bazant, Z.P., and Li, G.-H.','Unbiased Statistical Comparison of Creep and Shrinkage Prediction Models','Structural Engineering Report No. 07-12/A210u, Northwestern University, Evanston, Illinois, 2007',2007,NULL,'Bazant-11',11,'Bazant, Z.P., and Li, G.-H. “Unbiased Statistical Comparison of Creep and Shrinkage Prediction Models“. Structural Engineering Report No. 07-12/A210u, Northwestern University, Evanston, Illinois, 2007.'),(12,'Bazant:1979','Bazant, Z.P., and Panula, L.','Practical prediction of time dependent deformations of concrete','Parts I-VI, Materials and Structures 11 (y1978) 307-316, 317-328, 425-434, 12 (1979) 169-183',1979,NULL,'Bazant-12',12,'Bazant, Z.P., and Panula, L., “Practical prediction of time dependent deformations of concrete,\" Parts I-VI, Materials and Structures 11 (y1978) 307-316, 317-328, 425-434, 12 (1979) 169-183.'),(13,'Bazant:1973','Bazant, Z.P., and Wu, S. T.','Dirichlet series creep function for aging concrete','Proc. ASCE, J.Engrg. Mech. Div., 99, EM2, 1973, 367–387',1973,NULL,'Bazant-13',13,'Bazant, Z.P., and Wu, S. T.  “Dirichlet series creep function for aging concrete.” Proc. ASCE, J.Engrg. Mech. Div., 99, EM2, 367–387, 1973.'),(14,'Bazant:1974','Bazant, Z.P., and Wu, S. T.','Rate-type creep law of aging concrete based on Maxwell chain','Materials and Structures (RILEM), 7 (No. 37), 1974, 45–60',1974,NULL,'Bazant-14',14,'Bazant, Z.P., and Wu, S. T. “Rate-type creep law of aging concrete based on Maxwell chain.” Materials and Structures (RILEM), 7 (No. 37), 45–60, 1974'),(15,'Bazant:1991a','Bazant, Z.P., Kim, Joong-Koo, and Panula, L.','Improved prediction model for time dependent deformations of concrete,Part 1-Shrinkage','Materials and Structures 24 (1991), 327-345, Part 2-Basic creep, ibid., 24 409-42, Part 3-Creep at drying, ibid., 25 (y1992), 21-28, Part 4-Temperature effects, ibid., 25 (y1992), 84-94, Part 5-Cyclic load and cyclic humidity, ibid., 25 (1992) (147), 163-169',1991,NULL,'Bazant-15',15,'Bazant, Z.P., Kim, Joong-Koo, and Panula, L., “Improved prediction model for time dependent deformations of concrete,Part 1-Shrinkage\" , Materials and Structures 24 (1991), 327-345, Part 2-Basic creep, ibid., 24 409-42, Part 3-Creep at drying, ibid., 25 (y1992), 21-28, Part 4-Temperature effects, ibid., 25 (y1992), 84-94, Part 5-Cyclic load and cyclic humidity, ibid., 25 (y1992) (147), 163-169.'),(16,'Bazant:1976','Bazant, Z.P., Osman, E., and Thonguthai, W.','Practical formulation of shrinkage and creep in concrete','Materials and Structures (RILEM, Paris), 9, 1976, 395–406',1976,NULL,'Bazant-16',16,'Bazant, Z.P., Osman, E., and Thonguthai, W. “Practical formulation of shrinkage and creep in concrete.“ Materials and Structures (RILEM, Paris), 9,395–406, 1976.'),(17,'Bazant:1985b','Bazant, Z.P., Wittmann, F.H., Kim, J.-K., and Alou, F.','Statistical extrapolation of shrinkage data by regression','Report No. 85-7/679s, Center for Concrete and Geomaterials, Technological Institute, Northwestern University, Evanston (1985)',1985,NULL,'Bazant-17',17,'Bazant, Z.P., Wittmann, F.H., Kim, J.-K., and Alou, F., “Statistical extrapolation of shrinkage data by regression.\" Report No. 85-7/679s, Center for Concrete and Geomaterials, Technological Institute, Northwestern University, Evanston (1985).'),(18,'Bazant:1993','Bazant, Z.P., Xi, Y., and Baweja, S.','Improved prediction model for time dependent deformations of concrete: Part 7-Short form of BP-KX model, Statistics and extrapolation of short-time data','Materials and Structures 26 (1993), 567-574',1993,NULL,'Bazant-18',18,'Bazant, Z.P., Xi, Y., and Baweja, S., “Improved prediction model for time dependent deformations of concrete: Part 7-Short form of BP-KX model, Statistics and extrapolation of short-time data,\" Materials and Structures 26 (1993), 567-574.'),(19,'Bazant:1982a','Bazant, Z.P.','Mathematical models for creep and shrinkage of concrete','Creep and Shrinkage in Concrete Structures, by Z. P. Bazant and F. H. Wittmann, J. Wiley & Sons, London (1982), Capter 7, 163-256',1982,NULL,'Bazant-19',19,'Bazant, Z.P.,”Mathematical models for creep and shrinkage of concrete,\" Chapter 7 in Creep and Shrinkage in Concrete Structures, ed. by Z. P. Bazant and F. H. Wittmann, J. Wiley & Sons, London (1982), 163-256.'),(20,'Bazant:1975','Bazant, Z.P.','Theory of creep and shrinkage in concrete structures: A precis of recent developments','Mechanics Today, by S. Nemat-Nasser, Pergamon Press 1975, Vol. 2, pp.1-93',1975,NULL,'Bazant-20',20,'Bazant, Z.P.,”Theory of creep and shrinkage in concrete structures: A precis of recent developments,\" Mechanics Today, ed. by S. Nemat-Nasser, Pergamon Press 1975, Vol. 2, pp.1-93.'),(21,'Bernhardt:1969','Bernhardt, C.J.','Creep and shrinkage of concrete','Materials and Structures 2, 8, (1969) 145-148',1969,NULL,'Bernhardt-21',21,'Bernhardt, C.J. “Creep and shrinkage of concrete.\" Materials and Structures 2, 8, (1969) 145-148.'),(22,'Bernhardt:1967','Bernhardt, C.J.','Krypning og Svinn av Betong ved Forskjellige Ytre Forhold','Nordisk Betong 1, (1967) 9-26',1967,NULL,'Bernhardt-22',22,'Bernhardt, C.J. “Krypning og Svinn av Betong ved Forskjellige Ytre Forhold.\" Nordisk Betong 1, (1967) 9-26.'),(23,'Brooks:2005','Brooks, J.J.','30-year creep and shrinkage of concrete','Magazine of concrete research 57(2005), 545-556',2005,NULL,'Brooks-23',23,'Brooks, J.J., “30-year creep and shrinkage of concrete,\" Magazine of concrete research 57(2005), 545-556.'),(24,'Brooks:1984','Brooks, J.J.','Accuracy of Estimating Long-Term Strains in Concrete','Magazine of Concrete Research Vol. 36, No. 128, (1984) 131-145',1984,NULL,'Brooks-24',24,'Brooks, J.J., “Accuracy of Estimating Long-Term Strains in Concrete.\" Magazine of Concrete Research Vol. 36, No. 128, (1984) 131-145.'),(25,'Brooks:1989','Brooks, J.J.','Influence of mix proportions, plasticizers and superplasticizers on creep and drying shrinkage of concrete','Magazine of concrete research 41(148) (1989), 145-153',1989,NULL,'Brooks-25',25,'Brooks, J.J., “Influence of mix proportions, plasticizers and superplasticizers on creep and drying shrinkage of concrete,\" Magazine of concrete research 41(148) (1989), 145-153.'),(26,'Brooks:1992','Brooks, J.J.','Preliminary state of the art report: Elasticity, creep and shrinkage of concretes containing admixtures, slag, fly-ash and silica-fume','Preliminary Report ACI committee 209 (1992)',1992,NULL,'Brooks-26',26,'Brooks, J.J., “Preliminary state of the art report: Elasticity, creep and shrinkage of concretes containing admixtures, slag, fly-ash and silica-fume\" Preliminary Report ACI committee 209 (1992).'),(27,'Brooks:1983','Brooks, J.J., Wainwright, P.J.','Properties of ultrahigh strength concrete containing superplasticizer','Magazine of Concrete Research Vol. 35, No. 125, (1983) 205-213',1983,NULL,'Brooks-27',27,'Brooks, J.J., Wainwright, P.J. “Properties of ultrahigh strength concrete containing superplasticizer.\" Magazine of Concrete Research Vol. 35, No. 125, (1983) 205-213.'),(28,'Browne:1969','Browne, R., Blundell, R.','The influence of loading age and temperature on the long term creep behaviour of concrete in a sealed, moisture stable state','Materials and Structures 2, (1969) 133-143',1969,NULL,'Browne-28',28,'Browne, R., Blundell, R. “The influence of loading age and temperature on the long term creep behaviour of concrete in a sealed, moisture stable state.\" Materials and Structures 2, (1969) 133-143.'),(29,'Browne:1967','Browne, R.D.','Properties of concrete in reactor vessels','Proc. Conference on Prestressed Concrete Pressure Vessels Group C Institution of Civil Engineers, London (1967) pp. 11-31',1967,NULL,'Browne-29',29,'Browne, R.D., “Properties of concrete in reactor vessels,\" in Proc. Conference on Prestressed Concrete Pressure Vessels Group C Institution of Civil Engineers, London (1967) pp. 11-31.'),(30,'Browne:1975','Browne, R.D., Bamforth, P.P.','The long term creep of the Wylfa Vessel concrete for loading ages up to 12 1/2 years','Proceedings of 3rd International Conference on Stuctural Mechanics in Reactor Technology, paper H 1/8 (1975)',1975,NULL,'Browne-30',30,'Browne, R.D., Bamforth, P.P. “The long term creep of the Wylfa Vessel concrete for loading ages up to 12 1/2 years.\" Proceedings of 3rd International Conference on Stuctural Mechanics in Reactor Technology, paper H 1/8 (1975).'),(31,'Browne:1971','Browne, R.D., Burrow, R.E.D.','Utilization of the complex multiphase material behaviour in engineering design','Proceedings, Structure, Solid Mechanics and Engineering Design, Civil Engineering Materials Conference, Southampton, edited by M.Teebi, Wiley Interscience, (1971) 1343-1378',1971,NULL,'Browne-31',31,'Browne, R.D., Burrow, R.E.D. “Utilization of the complex multiphase material behaviour in engineering design.\" Proceedings, Structure, Solid Mechanics and Engineering Design, Civil Engineering Materials Conference, Southampton, edited by M.Teebi, Wiley Interscience, (1971) 1343-1378.'),(32,'Burg:1992','Burg, R.G., Ost, B.W.','Engineering Properties of Commercially Available High-Strength Concretes','Research and Development Bulletin RD 104T, Portland Cement Association, Skokie, Illinois (1992)',1992,NULL,'Burg-32',32,'Burg, R.G., Ost, B.W. “Engineering Properties of Commercially Available High-Strength Concretes.\" Research and Development Bulletin RD 104T, Portland Cement Association, Skokie, Illinois (1992).'),(33,'Chern:1994','Chern, J.C., Chang, C.Y.','Effects of Silica Fume on Creep and Shrinkage of Steel Fiber Reinforced Concrete, High Performance Concrete','Proceedings of ACI International Conference, Singapore, edited by V.M. Malhorta, American Concrete Institute, SP 149-32, (1994) 561-574, Detroit, USA',1994,NULL,'Chern-33',33,'Chern, J.C., Chang, C.Y. “Effects of Silica Fume on Creep and Shrinkage of Steel Fiber Reinforced Concrete, High Performance Concrete.\" Proceedings of ACI International Conference, Singapore, edited by V.M. Malhorta, American Concrete Institute, SP 149-32, (1994) 561-574, Detroit, USA.'),(34,'Da Silveira:1971','Da Silveira, A., Florentino, C.','Influence of temperature on creep of mass concrete','Temperature and Concrete, ACI Special Publication SP-25, (1971) 173-189 Detroit',1971,NULL,'Da Silveira-34',34,'Da Silveira, A., Florentino, C. “Influence of temperature on creep of mass concrete.\" Temperature and Concrete, ACI Special Publication SP-25, (1971) 173-189 Detroit.'),(35,'De Larrard:1991','De Larrard, F.','Creep and shrinkage of high-strength field concrete, High-Strength Concrete','Second International Symposium, ACI SP-121-28, American Concrete Institute, Detroit (1991) 586-598',1991,NULL,'De Larrard-35',35,'De Larrard, F. “Creep and shrinkage of high-strength field concrete, High-Strength Concrete.\" Second International Symposium, ACI SP-121-28, (1991) 586-598 American Concrete Institute, Detroit.'),(36,'De Larrard:1994','De Larrard, F., Acker, P., and LeRoy, R.','Shrinkage creep and thermal properties','High performance concrete and applications, chapter 3, S.P. Shah and S.H. Ahmad, Eds., Edward Arnold, London (1994)',1994,NULL,'De Larrard-36',36,'De Larrard, F., Acker, P., and LeRoy, R., “Shrinkage creep and thermal properties,\" chapter 3 in High performance concrete and applications, S.P. Shah and S.H. Ahmad, Eds., Edward Arnold, London (1994).'),(37,'De Larrard:1992','De Larrard, F., Malier, Y.','Engineering Properties of Very High Performance Concretes','High Performance Concrete: From Material to Structure, edited by Yves Malier, London (1992)',1992,NULL,'De Larrard-37',37,'De Larrard, F., Malier, Y. “Engineering Properties of very High Performance Concretes.\" High Performance Concrete: From Material to Structure, edited by Yves Malier, London (1992).'),(38,'Dutron:1936','Dutron, R.','Deformations lentes du beton arme sous l','action des charges permanent.\" (1936/37) Annales des Travaus Publics de Belgique, Tome 37, 2nd Series',1936,NULL,'Dutron-38',38,'Dutron, R. “Deformations lentes du beton arme sous l\'action des charges permanent.\" (1936/37) Annales des Travaus Publics de Belgique, Tome 37, 2nd Series.'),(39,'England:1962','England, G., Ross, A.D.','Reinforced concrete under thermal gradients','Magzine of Concrete Research 14, 4, (1962) 5-12',1962,NULL,'England-39',39,'England, G., Ross, A.D. “Reinforced concrete under thermal gradients.\" Magzine of Concrete Research 14, 4, (1962) 5-12.'),(40,'Espion:1989','Espion, B., Wastiels, J.','Creep and shrinkage tests carried out within the research program FRFC-FKFO 2.90001.80 on the behavior of partially prestressed concrete beams under long term sustained loading','Research Report, Brussels Free University, Brussels (1989)',1989,NULL,'Espion-40',40,'Espion, B., Wastiels, J. “Creep and shrinkage tests carried out within the research program FRFC-FKFO 2.90001.80 on the behaviour of partially prestressed concrete beams under long term sustained loading.\" Research Report, Brussels Free University, Brussels (1989).'),(41,'FIB:1999','FIB','Structural Concrete: Textbook on Behaviour, Design and Performance, Updated Knowledge of the of the CEB/FIP Model Code 1990','Bulletin No. 2, Federation internationale de beton (FIB), Lausanne, Vol. 1, (1999) pp. 35-52',1999,NULL,'FIB-41',41,'FIB, “FIB Structural Concrete: Textbook on Behaviour, Design and Performance, Updated Knowledge of the of the CEB/FIP Model Code y1990. Bulletin No. 2”, Federation internationale de beton (FIB), Lausanne, Vol. 1, (1999) pp. 35-52.'),(42,'Gamble:1969','Gamble, B.R., Thomass, L.H.','The creep of concrete subjected to varying stress','Proceeding of Australian Conference on the Mechanics of Structures and Materials, Adelaide 24, (1969)',1969,NULL,'Gamble-42',42,'Gamble, B.R., Thomass, L.H. “The creep of concrete subjected to varying stress.\" Proceeding of Australian Conference on the Mechanics of Structures and Materials, Adelaide 24, (1969).'),(43,'Gross:1973','Gross, H.','On high-temperature creep of concrete','Proceedings of 2nd International Conference on Stuctural Mechanics in Reactor Technology, edited by T.A. Jaeger, Commission of European Communities, paper H 6/5 Berlin (1973)',1973,NULL,'Gross-43',43,'Gross, H. “On high-temperature creep of concrete.\" Proceedings of 2nd International Conference on Stuctural Mechanics in Reactor Technology, edited by T.A. Jaeger, Commission of European Communities, paper H 6/5 Berlin (1973).'),(44,'Hammer:1993','Hammer, T.A.','The Maturation of Mechanical Properties of High Strength Concrete Exposed to Different Moisture Conditions','Proceedings of Symposium of Utilization of High-Strength Concrete, edited by I. Holland and E. Sellevold, Lillehammer, (1993) 1084-1901',1993,NULL,'Hammer-44',44,'Hammer, T.A. “The Maturation of Mechanical Properties of High Strength Concrete Exposed to Different Moisture Conditions.\" Proceedings of Symposium of Utilization of High-Strength Concrete, edited by I. Holland and E. Sellevold, Lillehammer, (1993) 1084-1901.'),(45,'Han:1995','Han, N., Walraven, J.C.','Creep and Shrinkage of High-Strength Concrete at Early and Normal Ages','Advances in Concrete Technology, Proceedings of Second CANMET/ACI International Symposium, Las Vegas, edited by V.M. Malhorta, American Concrete Institute, SP 154, (1995) 73-94, Detroit, USA',1995,NULL,'Han-45',45,'Han, N., Walraven, J.C. “Creep and Shrinkage of High-Strength Concrete at Early and Normal Ages.\" Advances in Concrete Technology, Proceedings of Second CANMET/ACI International Symposium, Las Vegas, edited by V.M. Malhorta, American Concrete Institute, SP 154, (1995) 73-94, Detroit, USA.'),(46,'Hannant:1967','Hannant, D.J.','Strain behaviour of concrete up to 95±C under compressive stresses','Proc. Conference on Prestressed Concrete Pressure Vessels Group C, Institution of Civil Engineers, London (1967) pp. 57-71',1967,NULL,'Hannant-46',46,'Hannant, D.J., “Strain behaviour of concrete up to 95±C under compressive stresses\" in Proc. Conference on Prestressed Concrete Pressure Vessels Group C, Institution of Civil Engineers, London (1967) pp. 57-71.'),(47,'Hansen:1960','Hansen, T.C.','Creep of concrete: The influence of variations in the humidity of the ambient atmosphere.','Proceedings of 6th Congress of IABSE, Stockholm, Preliminary Publication, (1960) pp. 57-65',1960,NULL,'Hansen-47',47,'Hansen, T.C. “Creep of concrete.The influence of variations in the humidity of the ambient atmosphere.\" (1960) Proceedings of 6th Congress of IABSE, Stockholm, Preliminary Publication, pp. 57-65.'),(48,'Hansen:1966','Hansen, T.C., and Mattock, A.H.','Influence of size and shape of member on the shrinkage and creep of concrete','ACI J. 63, (1966), 267-290',1966,NULL,'Hansen-48',48,'Hansen, T.C., and Mattock, A.H., “Influence of size and shape of member on the shrinkage and creep of concrete,\" ACI J. 63, (1966), 267-290.'),(49,'Hansen:1987','Hansen, W.','Drying shrinkage mechanisms in Portland cement pastes','Journal of the American Ceramic Society 70, 5, 323-328 (1987)',1987,NULL,'Hansen-49',49,'Hansen, W., “Drying shrinkage mechanisms in Portland cement pastes,\" J. Am. Ceram. Soc. 70, 5, 323-328 (1987).'),(50,'Hanson:1953','Hanson, J.A.','A ten-year study of creep properties of concrete','Report No. SP-38, Concrete Laboratory, US Department of the Interior, Bureau of Reclamation, Denver (1953)',1953,NULL,'Hanson-50',50,'Hanson, J.A. “A ten-year study of creep properties of concrete.\" Report No. SP-38, Concrete Laboratory, US Department of the Interior, Bureau of Reclamation, Denver (1953).'),(51,'Harboe:1958','Harboe, E.M.','A comparison of the instantaneous and sustained modulus of elasticity of concrete','Report No. C-854, Concrete Laboratory, US Department of the Interior, Bureau of Reclamation, Denver (1958)',1958,NULL,'Harboe-51',51,'Harboe, E.M. “A comparison of the instantaneous and sustained modulus of elasticity of concrete.\" Report No. C-854, Concrete Laboratory, US Department of the Interior, Bureau of Reclamation, Denver (1958).'),(52,'Hickey:1953','Hickey, K.B.','A ten-year study of creep properties of concrete','Report No. C-1257, Concrete and Structural Branch, Division of Research, US Department of the Interior, Bureau of Reclamation, Denver (1953)',1953,NULL,'Hickey-52',52,'Hickey, K.B. “A ten-year study of creep properties of concrete.\" Report No. C-1257, Concrete and Structural Branch, Division of Research, US Department of the Interior, Bureau of Reclamation, Denver(1953).'),(53,'Hillsdorf:1980','Hillsdorf, H. K., and Carreira, D. J.','Conclusions of the Hubert RÄusch Workshop on Creep of Concrete','ACI Concrete International 2 (11), (1980) p. 77',1980,NULL,'Hillsdorf-53',53,'Hillsdorf, H. K., and Carreira, D. J. “Conclusions of the Hubert RÄusch Workshop on Creep of Concrete\". ACI Concrete International 2 (11), (1980) p. 77.'),(54,'Hirst:1977','Hirst, G.A., Neville, A.M.','Activation energy of creep of concrete under short-term static and cyclic stresses','Magazine of Concrete Research Vol. 29, No. 98, (1977) 13-18',1977,NULL,'Hirst-54',54,'Hirst, G.A., Neville, A.M. “Activation energy of creep of concrete under short-term static and cyclic stresses.\" Magazine of Concrete Research Vol. 29, No. 98, (1977) 13-18.'),(55,'Hooton:1993','Hooton, R.D.','Influence of silica fume replacement of Cement on Physical Properties and Resistance to Sulfate Attack, Freezing and Thawing, and Alkali-silica Reactivity','ACI Materials Journal Vol. 90, No. 2, (1993) 143-151',1993,NULL,'Hooton-55',55,'Hooton, R.D. “Influence of silica fume replacement of Cement on Physical Properties and Resistance to Sulfate Attack, Freezing and Thawing, and Alkali-silica Reaktivity.\" ACI Materials Journal Vol. 90, No. 2, (1993) 143-151.'),(56,'Johansen:1962','Johansen, R., Best, H.','Creep of concrete with and without ice in the system','Bulletin RILEM 16, (1962) 47-57',1962,NULL,'Johansen-56',56,'Johansen, R., Best, H. “Creep of concrete with and without ice in the system.\" Bulletin RILEM 16, (1962) 47-57.'),(57,'Kawaguchi:1976','Kawaguchi, T., (PCRV Research Group)','Study on Prestressed Concrete Reactor Vessel (PRCV) Structures - IV – 1 Creep Tests of Concrete Subjected to Uniaxial and Triaxial Compressive Stresses and Normal Temperature','Ohbayashi-Gumi Research Institute Report No. 12, (1976) 13-17',1976,NULL,'Kawaguchi-57',57,'Kawaguchi, T., (PCRV Research Group) “Study on Prestressed Concrete Reactor Vessel (PRCV) Structures - IV – 1 Creep Tests of Concrete Subjected to Uniaxial and Triaxial Compressive Stresses and Normal Temperature\" Ohbayashi-Gumi Research Institute Report No. 12, (1976) 13-17.'),(58,'Kawasumi:1973','Kawasumi, M., Seki, S., Kasahara, K., Kuriyama, T.','Creep of concrete at Elevated Temperatures','CRIEPI Report, No.72018, (1973) p 83',1973,NULL,'Kawasumi-58',58,'Kawasumi, M., Seki, S., Kasahara, K., Kuriyama, T. “Creep of concrete at Elevated Temperatures.\" CRIEPI Report,No.72018, (1973) 83p.'),(59,'Keeton:1965','Keeton, J.R.','Study of creep in concrete, Technical reports R333-I, R333-II, R333-III','U.S. Naval civil engineering laboratory, Port Hueneme, California (1965)',1965,NULL,'Keeton-59',59,'Keeton, J.R., “Study of creep in concrete, Technical reports R333-I, R333-II, R333-III,\" U.S. Naval civil engineering laboratory, Port Hueneme, California (1965).'),(60,'Kommendant:1976','Kommendant, G.J., Polivka, M., and Pirtz, D.','Study of concrete properties for prestressed concrete reactor vessels','Final Report No. UCSESM 76-3 (to General Atomic Company), Department of Civil Engineering, University of California, Berkeley (1976)',1976,NULL,'Kommendant-60',60,'Kommendant, G.J., Polivka, M., and Pirtz, D.: “Study of concrete properties for prestressed concrete reactor vessels”, Final Report No. UCSESM 76-3 (to General Atomic Company), Department of Civil Engineering, University of California, Berkeley (1976).'),(61,'L’Hermite:1968','L’Hermite, R.G., and Mamillan M.','Retrait et fluage des betons','Annales I.T.B.T.P., 249. Beton et Beton Arme (99), Sept. 1968',1968,NULL,'L’Hermite-61',61,'L’Hermite, R.G., and Mamillan M.,\"Retrait et fluage des betons,\" Annales I.T.B.T.P., Sept. 1968, 249. Beton et Beton Arme (99).'),(62,'L’Hermite:1965','L’Hermite, R.G., Mamillan, M. and Lefevre, C.','Nouveaux resultats de recherches sur la deformation et la rupture du beton','Ann. Inst. Techn. Bâtiment Trav. Publics 18 (207-208), (1965), 323-360',1965,NULL,'L’Hermite-62',62,'L’Hermite, R.G., Mamillan, M. Lefevre, C., “Nouveaux resultats de recherches sur la deformation et la rupture du beton,\" Ann. Inst. Techn. B^atiment Trav. Publics 18 (207-208), (1965), 323-360.'),(63,'Maity:1970','Maity, K., Meyers, B.L.','The effect of loding history on the creep and creep recovery of sealed and unsealed plain concrete specimens','Report No. 70-7, NSF Grant GK-3066, Department of Civil Engineering, University of Iowa, Iowa City (1970)',1970,NULL,'Maity-63',63,'Maity, K., Meyers, B.L. “The effect of loding history on the creep and creep recovery of sealed and unsealed plain concrete specimens.\" Report No. 70-7, NSF Grant GK-3066, Department of Civil Engineering, University of Iowa, Iowa City(1970).'),(64,'RILEM:1988','RILEM','Mathematical modeling of creep and shrinkage of concrete','ed. by Z.P. Bazant, John Wiley & Sons, Chichester and NewYork (1988)',1988,NULL,'RILEM-64',64,'RILEM “Mathematical modeling of creep and shrinkage of concrete“, ed. by Z.P. Bazant, John Wiley & Sons, Chichester and NewYork (1988).'),(65,'Müller:1993','Müller, H.S.','Considerations on the development of a database on creep and shrinkage tests','Creep and Shrinkage of Concrete (Proc., 5th Intern. RILEM Symp., Barcelona 1993), and Z.P. Bazant and I. Carol, eds., E&F Spon, London, (1993) 859-872',1993,NULL,'Müller-65',65,'Müller, H.S. “Considerations on the development of a database on creep and shrinkage tests.\" Creep and Shrinkage of Concrete (Proc., 5th Intern. RILEM Symp., Barcelona 1993), and Z.P. Bazant and I. Carol, eds., E&F Spon, London, (y1993) 859-872.'),(66,'Müller:1990','Müller, H.S., and Hilsdorf, H.K.','Evaluation of the time-dependent behaviour of concrete: summary report on the work of the General Task Force Group No. 199','CEB (Copmite euro internationale du beton), Lausanne (1990) 201 pp.',1990,NULL,'Müller-66',66,'Müller, H.S., and Hilsdorf, H.K. “Evaluation of the time-dependent behaviour of concrete: summary report on the work of the General Task Force Group No. 199.\" CEB (Copmite euro internationale du beton), Lausanne (1990) (201 pp.).'),(67,'Müller:1999','Müller, H.S., Bazant, Z.P., and Kuttner, C.H.','Data base on creep and shrinkage tests','RILEM Subcommittee 5 report RILEM TC 107-CSP, RILEM, Paris (1999) 81 pp.',1999,NULL,'Müller-67',67,'Müller, H.S., Bazant, Z.P., and Kuttner, C.H. “Data base on creep and shrinkage tests.\" RILEM Subcommittee 5 report RILEM TC 107-CSP, RILEM, Paris (1999) (81 pp.)'),(68,'McDonald:1993','McDonald, D.B., and Roper, H.','Prediction of drying shrinkage of concrete from internal humidities and finite element techniques','in Creep and Shrinkage of Concrete, Proceedings of the 5th International RILEM Symposium, ConCreep 5, Barcelona Spain (1993), 259-264',1993,NULL,'McDonald-68',68,'McDonald, D.B., and Roper, H., “Prediction of drying shrinkage of concrete from internal humidities and finite element techniques,\" in Creep and Shrinkage of Concrete, Proceedings of the 5th International RILEM Symposium, ConCreep 5, Barcelona Spain (1993), 259-264.'),(69,'McDonald:1975','McDonald, J.E.','Time-dependent deformation of concrete under multiaxial stress conditions','Technical Report C-75-4, Concrete Laboratory, US Army Engineering Waterways Experiment Station, Vicksburg (1975)',1975,NULL,'McDonald-69',69,'McDonald, J.E. “Time-dependent deformation of concrete under multiaxial stress conditions.\" Technical Report C-75-4, Concrete Laboratory, US Army Engineering Waterways Experiment Station, Vicksburg (1975).'),(70,'Mickleborough:1972','Mickleborough, N.C.','Creep of concrete under variable loading','PhD thesis, Carleton University, Ottawa (1972)',1972,NULL,'Mickleborough-70',70,'Mickleborough, N.C. “Creep of concrete under variable loading.\" PhD thesis, Carleton University, Ottawa (1972).'),(71,'Mossiossian:1972','Mossiossian, V., Gamble, V.L.','Time-dependent behaviour of non-composite and composite prestressed concrete structures under field and laboratory conditions','Structural Research Series No.385, Illinois Cooperative Highway Research Program, Series No. 129, Civil Engineering Studies,University of Illinois, Urbana (1972)',1972,NULL,'Mossiossian-71',71,'Mossiossian, V., Gamble, V.L. “Time-dependent behaviour of non-composite and composite prestressed concrete structures under field and laboratory conditions.\" Structural Research Series No.385, Illinois Cooperative Highway Research Program, Series No. 129, Civil Engineering Studies,University of Illinois, Urbana (1972).'),(72,'Nasser:1965','Nasser, K.W., Neville, A.M.','Creep of concrete at elevated temperatures','ACI Journal Vol.62, (1965) pp. 1567-1579',1965,NULL,'Nasser-72',72,'Nasser, K.W., Neville, A.M. “Creep of concrete at elevated temperatures.\" ACI Journal Vol.62, (1965) pp. 1567-1579.'),(73,'Nasser:1967','Nasser, K.W., Neville, A.M.','Creep of old concrete at normal and elevated temperatures','ACI Journal 64, (1967) 97-103',1967,NULL,'Nasser-73',73,'Nasser, K.W., Neville, A.M. “Creep of old concrete at normal and elevated temperatures.\" ACI Journal 64, (1967) 97-103.'),(74,'Navratil:1996','Navratil, J.','Application of Extension of Model B3 for Concrete Creep and Shrinkage Prediction (in Czech) (Pouziti modelu B3 pro predikci dotvarovani a smrstovani betonu)','Stavebni obzor, 4/1998 (1998), 110-116',1996,NULL,'Navratil-74',74,'Navratil, Jaroslav. “Application of Extension of Model B3 for Concrete Creep and Shrinkage Prediction. (in Czech)\" (1996) Stavebn³ obzor, v tisku.'),(75,'Neville:1983','Neville, A.M., Dilger, W.H. and Brooks, J.J.','Creep of plain and structural concrete','Construction Press, London and NewYork (1983)',1983,NULL,'Neville-75',75,'Neville, A.M., Dilger, W.H. and Brooks, J.J.: “Creep of plain and structural concrete”, Construction Press, London and NewYork (1983).'),(76,'Ngab:1980','Ngab, A.S., Nilson, A.H., Slate, F.O.','Behaviour of high strength concrete under sustained compressive stress','Report No. 80-2, Department of Structural Engineering, Cornell University, Ithaca (1980)',1980,NULL,'Ngab-76',76,'Ngab, A.S., Nilson, A.H., Slate, F.O. “Behaviour of high strength concrete under sustained compressive stress\" Report No. 80-2, Department of Structural Engineering, Cornell University, Ithaca (1980).'),(77,'Ngab:1981','Ngab, A.S., Nilson, A.H., Slate, F.O.','Shrinkage and creep of high strength concrete','ACI Journal Vol. 78, No. 4, (1981) 255-261',1981,NULL,'Ngab-77',77,'Ngab, A.S., Nilson, A.H., Slate, F.O. “Shrinkage and creep of high strength concrete.\" ACI Journal Vol. 78, No. 4, (1981) 255-261.'),(78,'Oh:1993','Oh, B.H., Cha, S.W., Um, J.Y., Lim, D.H.','Effects of Reinforcement and Humidity on the Creep and Shrinkage Behavior of High-Strength Concrete Members','Creep and Shrinkage of Concrete (RILEM Symposium), edited by Z.P. Bazant and I. Carol, Published by E & FN Spon, (1993)',1993,NULL,'Oh-78',78,'Oh, B.H., Cha, S.W., Um, J.Y., Lim, D.H. “Effects of Reinforcement and Humidity on the Creep and Shrinkage Behavior of High-Strength Concrete Members.\" Creep and Shrinkage of Concrete (RILEM Symposium), edited by Z.P. Bazant and I. Carol, Published by E & FN Spon, (1993)'),(79,'Ohnuma:1979','Ohnuma, H., Abe, H.','Creep and Creep Recovery of Concrete Subjected to Triaxial Compressive Stresses at Elevated Temperature','CRIEPI Report No. 378020, (1979) 38 pp',1979,NULL,'Ohnuma-79',79,'Ohnuma, H., Abe, H. “Creep and Creep Recovery of Concrete Subjected to Triaxial Compressive Stresses at Elevated Temperature\" CRIEPI Report No. 378020, (1979) 38 pp.'),(80,'Okada:1977','Okada, K., Kasa, H., Yoshioka, Y., Sakuta, M., Sato, T.','Creep of Concrete at Elevated Temperature','Takenaka Research Report No. 17, (1977)',1977,NULL,'Okada-80',80,'Okada, K., Kasa, H., Yoshioka, Y., Sakuta, M., Sato, T. “Creep of Concrete at Elevated Temperature\" Takenaka Research Report No. 17 (1977).'),(81,'Okajima:1976a','Okajima, T., Tsujino, S., Haseda, N., Oh\'iwa, K., Yamane, S., Okada, K.','Creep of Concrete under Combined Stresses','Takenaka Research Report No. 16, (1976) 123-131',1976,NULL,'Okajima-81',81,'Okajima, T., Tsujino, S., Haseda, N., Oh\'iwa, K., Yamane, S., Okada, K. “Creep of Concrete under Combined Stresses\" Takenaka Research Report No. 16, (1976) 123-131.'),(82,'Otani:1976','Otani, K., Abe, Y.','Research and Development of Prestressed Concrete Pressure Vessels (Part 8) - Triaxial Creep of Concrete under High Temperature (3rd Report)','Kajima Technical Research Institute Annual Report, No. 24, (1976) 13-18',1976,NULL,'Otani-82',82,'Otani, K., Abe, Y. “Research and Development of Prestressed Concrete Pressure Vessels (Part 8) - Triaxial Creep of Concrete under High Temperature (3rd Report)\" Kajima Technical Research Institute Annual Report, No. 24, (1976) 13-18.'),(83,'Pentala:1990','Pentala, V., Rautanen, T.','Microporosity, Creep and Shrinkage of High-Strength Concrete','ACI SP 121-21, 2nd International Symposium on High-Strength Concrete, edited by Weston T. Heston, (1990) 409-432',1990,NULL,'Pentala-83',83,'Pentala, V., Rautanen, T. “Microporosity, Creep and Shrinkage of High-Strength Concrete.\" ACI SP 121-21, 2nd International Symposium on High-Strength Concrete, edited by Weston T. Heston, (1990) 409-432.'),(84,'Pirtz:1968','Pirtz, D.','Creep characteristics of mass concrete for Dworshak Dam','Report No. 65-2, Structural Engineering Laboratory, University of California, Berkeley (1968)',1968,NULL,'Pirtz-84',84,'Pirtz, D. “Creep characteristics of mass concrete for Dworshak Dam.\" Report No. 65-2, Structural Engineering Laboratory, University of California, Berkeley(1968).'),(85,'Powers:1946','Powers, T.C., and Brownyard, T.L.','Studies of the physical properties of hardened cement paste','ACI Journal Proceedings Vol. 43, 9, (1946) 249-336',1946,NULL,'Powers-85',85,'Powers, T.C., and Brownyard, T.L.: “Studies of the physical properties of hardened cement paste”, Proc. ACI (1946-47) 43, 101, 149, 469, 549, 845, 933.'),(86,'Rhodes:1982','Rhodes, J.A. et al.','Prediction of creep, shrinkage and temperature effects in concrete structures','ACI 209 R-92, American Concrete Institute, Detroit 1982 (minor update of original 1972 version)',1982,NULL,'Rhodes-86',86,'Rhodes, J.A. et al., “Prediction of creep, shrinkage and temperature effects in concrete structures“, ACI 209 R-92, American Concrete Institute, Detroit 1982 (minor update of original y1972 version).'),(87,'Ravindrarajah:1994','Ravindrarajah, R.S., Mercer, C.M., Toth, J.','Moisture-induced Volume Changes in High-Strength Concrete, High Performance Concrete','Proceedings of ACI International Conference, Singapore, edited by V.M. Malhorta, American Concrete Institute, SP 149-32, Detroit, USA, (1994) 475-490',1994,NULL,'Ravindrarajah-87',87,'Ravindrarajah, R.S., Mercer, C.M., Toth, J. “Moisture-induced Volume Changes in High-Strength Concrete, High Performance Concrete.\" Proceedings of ACI International Conference, Singapore, edited by V.M. Malhorta, American Concrete Institute, SP 149-32, (1994) 475-490, Detroit, USA.'),(88,'RILEM:1995','RILEM, TC 107','Guidelines for characterizing concrete creep and shrinkage in structural design codes or recommendations','Materials and structures 28 (1995), 52-55. See also RILEM TC69, “Conclusions for structural analysis and for formulation of standard design recommendations,\" Chapter 6 in Mathematical Modeling of Creep and Shrinkage of Concrete, ed. by Z.P. Bazant, John Wiley and Sons, Chichester and New York, 1988; reprinted in Materials and Structures (RILEM, Paris) 20 (1987), 395-398, and in ACI Materials Journal 84 (1987), 578-581',1995,NULL,'RILEM-88',88,'RILEM, TC 107, “Guidelines for characterizing concrete creep and shrinkage in structural design codes or recommendations\", Materials and structures 28 (1995), 52-55. See also RILEM TC69, “Conclusions for structural analysis and for formulation of standard design recommendations,\" Chapter 6 in Mathematical Modeling of Creep and Shrinkage of Concrete, ed. by Z.P. Bazant, John Wiley and Sons, Chichester and New York, y1988; reprinted in Materials and Structures (RILEM, Paris) 20 (y1987), 395-398, and in ACI Materials Journal 84 (y1987), 578-581.'),(89,'Ross:1958','Ross, A.D.','Creep of concrete under variable stress','ACI Journal Vol. 54, (1958) pp. 739-758',1958,NULL,'Ross-89',89,'Ross, A.D. “Creep of concrete under variable stress.\" ACI Journal Vol.54, (1958) pp. 739-758.'),(90,'Rostasy:1972','Rostasy, F.S., Teichen, K.-Th. and Engelke, H.','Beitrag zur KlÄarung des Zussammenhanges von Kriechen und Relaxation bei Normal-beton','Amtliche Forschungs-und MaterialprÄufungsanstalt fÄur das Bauwesen, Heft 139 (Otto-Graf-Institut, UniversitÄat Stuttgart, (Strassenbau-und Strassenverkehrstechnik) (1972)',1972,NULL,'Rostasy-90',90,'Rostasy, F.S., Teichen, K.-Th. and Engelke, H., “Beitrag zur KlÄarung des Zussammenhanges von Kriechen und Relaxation bei Normal-beton,\" Amtliche Forschungs-und MaterialprÄufungsanstalt fÄur das Bauwesen, Heft 139 (Otto-Graf-Institut, UniversitÄat Stuttgart, (Strassenbau-und Strassenverkehrstechnik) (1972).'),(91,'Russel:1989','Russel, H.G., Larson, S.C.','Thirteen Years of Deformations in Water Tower Place','ACI Structural Journal Vol. 86, No. 2, (1989) 131-145',1989,NULL,'Russel-91',91,'Russel, H.G., Larson, S.C. “Thirteen Years of Deformations in Water Tower Place.\" ACI Structural Journal Vol. 86, No. 2, (1989) 131-145.'),(92,'Russell:1996','Russell, H., and Burg, R.','Test data on Water Tower Place Concrete','International Workshop on High Performance Concrete,  American Concrete Institute, Farmington Hills, Michigan, 1996',1996,NULL,'Russell-92',92,'Russell, H., and Burg, R., “Test data on Water Tower Place Concrete”,  International Workshop on High Performance Concrete,  American Concrete Institute, Farmington Hills, Michigan, 1996'),(93,'Sakata:2004','Sakata, K., and Shimonmura, T.','Recent progress in research on and code evaluation of concrete creep and shrinkage in Japan','Journal of Advanced Concrete Technology Vol.2, No.2, (2004) pp. 133-140',2004,NULL,'Sakata-93',93,'Sakata, Kenji, and Shimonmura, Takumi. “Recent progress in research on and code evaluation of concrete creep and shrinkage in Japan.\" Journal of Advanced Concrete Technology Vol.2, No.2, (2004) pp. 133-140.'),(94,'Seki:1972','Seki, S., Kawasumi, M.','Creep of concrete at elevated temperatures','Concrete of Nuclear Reactors, ACI Special Publication Vol. 1, SP-34, Detroit (1972) 591-638',1972,NULL,'Seki-94',94,'Seki, S., Kawasumi, M. “Creep of concrete at elevated temperatures.\" Concrete of Nuclear Reactors, ACI Special Publication Vol. 1, SP-34, (1972) 591-638 Detroit.'),(95,'Shritharan:1989','Shritharan, S.','Structural Effects of Creep and Shrinkage on Concrete Structures','M.E. thesis, Civil Engineer, University Auckland (1989)',1989,NULL,'Shritharan-95',95,'Shritharan, S. “Structural Effects of Creep and Shrinkage on Concrete Structures.\" M.E. thesis, Civil Engineer, University Auckland (1989).'),(96,'Schwesinger:1987','Schwesinger, P., and Ehlert, G.','Creep of Concrete at Elevated Temperatures and Boundary Conditions of Moisture','Cement and Concrete Research Vol. 17, (1987) 263-272',1987,NULL,'Schwesinger-96',96,'Schwesinger, P., and Ehlert, G., \"Creep of Concrete at Elevated Temperatures and Boundary Conditions of Moisture.\" Cement and Concrete Research Vol. 17, (1987) 263-272.'),(97,'Bazant:1982b','Bazant, Z.P. (chair), Subcommittee 7','Time dependent effects','State-of-the-Art Report on Finite Element Analysis of Reinforced Concrete, Chap. 6, prepared by ASCE Str. Div. Task Committee chaired by A. Nilson, Am. Soc. of Civil Engrs., New York (1982) 309-400',1982,NULL,'Bazant-97',97,'Bazant, Z.P. (chair), Subcommittee 7 “Time dependent effects,\" Chap. 6 in State-of-the-Art Report on Finite Element Analysis of Reinforced Concrete, prepared by ASCE Str. Div. Task Committee chaired by A. Nilson, Am. Soc. of Civil Engrs., New York (1982) 309-400.'),(98,'Suter:1975','Suter, G.T., Mickleborough, N.C.','Creep of concrete under cyclically loading dynamic loads','Cement and Concrete Research Vol. 5, No.6, (1975) 565-576',1975,NULL,'Suter-98',98,'Suter, G.T., Mickleborough, N.C. “Creep of concrete under cyclically loading dynamic loads.\" Cement and Concrete Research Vol. 5, No.6, (1975) 565-576.'),(99,'Takahashi:1980','Takahashi, H., Kawaguchi, T.','Study on Time-Dependent Behaviour of High Strength Concrete (Part 1)-Application of the Time-Dependent Linear Viscoelasticity Theory of Concrete Creep Behaviour','Ohbayashi-Gumi Research Institute Report No. 21, Tokyo (1980), pp. 61-69',1980,NULL,'Takahashi-99',99,'Takahashi, H., Kawaguchi, T. “Study on time-dependent behaviour of high-strength concrete (Part 1)-Application of the Time-Dependent Linear Viscoelasticity Theory of Concrete CreepBehaviour,\" Report No 21, Ohbayashi-Gumi Research Institute, Tokyo (1980), pp. 61-69.'),(100,'Takahashi:1981','Takahashi, H., Kawaguchi, T.','Study on Time-Dependent Behaviour of High Strength Concrete (Part 2)-Results of Creep Tests of Concrete at Elevated Temperature','Ohbayashi-Gumi Research Institute Report No. 23, Tokyo (1981) 48-53',1981,NULL,'Takahashi-100',100,'Takahashi, H., Kawaguchi, T. “Study on time-dependent behaviour of high-strength concrete (Part 2)-Results of Creep Tests of Concrete at Elevated Temperature,\" Ohbayashi-Gumi Research Institute Report No 23, (1981) 48-53 Tokyo.'),(101,'Troxel:1958','Troxell, G.E., Raphael, J.E. and Davis, R.W.','Long-time creep and shrinkage tests of plain and reinforced concrete','Proc. ASTM 58 (1958), 1101-1120',1958,NULL,'Troxel-101',101,'Troxel, G.E., Raphael, J.E. and Davis, R.W., “Long-time creep and shrinkage tests of plain and reinforced concrete,\" Proc. ASTM 58 (1958), 1101-1120.'),(102,'Wallo:1965','Wallo, E.M., Yuan, R.L., Lott, J.L., Kesler, C.E.','Sixth progress report on prediction of creep in structural concrete from short time tests','T & AM Report No. 658, Department of Theoretical and Applied Mechanics, University of Illinois at Urbana (1965)',1965,NULL,'Wallo-102',102,'Wallo, E.M., Yuan, R.L., Lott, J.L., Kesler, C.E., “Sixth progress report on prediction of creep in structural concrete from short time tests\". T & AM Report No. 658, Department of Theoretical and Applied Mechanics, University of Illinois at Urbana (1965).'),(103,'Weil:1959','Weil, G.','Influence des dimensions et des contraintes sur le retrait et le fluage du beton','(1959) Bulletin RILEM, No. 3',1959,NULL,'Weil-103',103,'Weil, G. “Influence des dimensions et des contraintes sur le retrait et le fluage du beton.\" (1959) Bulletin RILEM, No. 3.'),(104,'Whaley:1973','Whaley, C.P., Neville, A.M.','Non-elastic deformation of concrete under cyclic compression','Magazine of Concrete Research Vol. 25, No.84, (1973) 145-154',1973,NULL,'Whaley-104',104,'Whaley, C.P., Neville, A.M. “Non-elastic deformation of concrete under cyclic compression.\"Magazine of Concrete Research Vol. 25, No.84, (1973) 145-154.'),(105,'Wittmann:1987','Wittmann, F.H., Bazant, Z.P., Alou, F., Kim, J.K.','Statistics of shrinkage test data','Cement, Concrete and Aggregates, ASTM, 9(2) (1987) 129-153',1987,NULL,'Wittmann-105',105,'Wittmann, F.H., Bazant, Z.P., Alou, F., Kim, J.K., “Statistics of shrinkage test data,\" Cem.,Conc. Aggreg. ASTM 9(2) (1987) 129-153.'),(106,'York:1970','York, G.P., Kennedy, T.W., Perry, E.S.','Experimental investigation of creep in concrete subjected to multiaxial compressive stresses and elevated temperatures','Research Report 2864-2 to Oak Ridge National Laboratory, Department of Civil Engineering, University of Texas, Austin(1970); see also Concrete for Nuclear Reactors, American Concrete Institute, Special Publication, No.34, (1972) 647-700',1970,NULL,'York-106',106,'York, G.P., Kennedy, T.W., Perry, E.S. “Experimental investigation of creep in concrete subjected to multiaxial compressive stresses and elevated temperatures.\" Research Report 2864-2 to Oak Ridge National Laboratory, Department of Civil Engineering, University of Texas, Austin(1970); see also Concrete for Nuclear Reactors, American Concrete Institute, Special Publication, No.34, y1972 647-700.'),(107,'Yue:1993','Yue, L., Taerwe, L.R.','Empirical Investigation of Creep and Shrinkage of High Strength Concrete','Proceedings of Symposium of Utilization of High-Strength Concrete, edited by I. Holland and E. Sellevold, Lillehammer, (1993) 1084-1091',1993,NULL,'Yue-107',107,'Yue, L., Taerwe, L.R. “Empirical Investigation of Creep and Shrinkage of High Strength Concrete.\" Proceedings of Symposium of Utilization of High-Strength Concrete, edited by I. Holland and E. Sellevold, Lillehammer, (1993) 1084-1091.'),(108,'Zielinski:1973','Zielinski, J.L., Sadowski, A.','The influence of moisture content on the creep of concrete at elevated temperatures','Proceedings of 2nd International Conference on Stuctural Mechanics in Reactor Technology, edited by T.A. Jaeger, Commission of European Communities, 1-8 Berlin. London (1973) 517-522',1973,NULL,'Zielinski-108',108,'Zielinski, J.L., Sadowski, A. “The influence of moisture content on the creep of concrete at elevated temperatures.\" Proceedings of 2nd International Conference on Stuctural Mechanics in Reactor Technology, edited by T.A. Jaeger, Commission of European Communities, (1973) 1-8 Berlin. 517-522 London.'),(109,'Hummel:1962','Hummel, A., Wesche, K., Brand, W.','Der Einfluss der Zementart, des Wasser-Zement-Verhaltnisses und des Belastungsalters auf das Kriechen von Beton','Deutscher Ausschuss fur Stahlbeton, Heft 146, Berlin 1962',1962,NULL,'Hummel-109',109,'Hummel, A., Wesche, K., Brand, W. \"Der Einfluss der Zementart, des Wasser-Zement-Verhaltnisses und des Belastungsalters auf das Kriechen von Beton.\" Deutscher Ausschuss fur Stahlbeton, Heft 146, Berlin 1962.'),(110,'Rusch:1968','Rusch, H. et al.','Festigkeit und Verformung von unbewehrten Beton unter konstanter Dauerlast','Deutscher Ausschuss fur Stahlbeton Heft 198. see also Amer. Concrete Inst. J., Vol. 57, 1968, p. 1-58',1968,NULL,'Rusch-110',110,'Rusch, H. et al., \"Festigkeit und Verformung von unbewehrten Beton unter konstanter Dauerlast.\" Deutscher Ausschuss fur Stahlbeton Heft 198. see also Amer. Concrete Inst. J., Vol. 57, 1968, p. 1-58.'),(111,'Kesler:1966','Kesler, C.E., Wallo, E.M., and Yuan, R.L.','Free shrinkage of concrete and mortar','T. and A. M. Report No. 664, Dept. of Theoretical and Applied Mechanics, University of Illinois, Urbana, IL, July 1966',1966,NULL,'Kesler-111',111,'Kesler, C.E., Wallo, E.M., and Yuan, R.L., \"Free shrinkage of concrete and mortar,\" T. and A. M. Report No. 664, Dept. of Theoretical and Applied Mechanics, University of Illinois, Urbana, IL, July 1966.'),(112,'Rusch:1962','Rusch,  H. et al.','Der Einfluss des mineralogischen Characters der Zeschlage auf das Kriechen','1962',1962,NULL,'Rusch-112',112,'Rusch,  H. et al., \"Der Einfluss des mineralogischen Characters der Zeschlage auf das Kriechen.\" 1962'),(113,'L’Hermite:1970','L’Hermite, R.','Volume changes of concrete','US Natl. Bur. Stand. Monogr. 43, Proc. 4th Int. Symp. On Chemistry of Cements, Washington, 3, pp. 659-94., 1970',1970,NULL,'L’Hermite-113',113,'L’Hermite, R., \"Volume changes of concrete.\" US Natl. Bur. Stand. Monogr. 43, Proc. 4th Int. Symp. On Chemistry of Cements, Washington, 3, pp. 659-94., 1970'),(114,'Lambotte:1977','Lambotte, H., and Mommens, A.','L\'evolution du fluage du beton en fonction de sa composition, du taux de contrainte et de l\'age','Groupe de travail GT 22, Centre national de recherches scientifiques pour l\'industrie cimentiere, Brussels, 1977',1977,NULL,'Lambotte-114',114,'Lambotte, H., and Mommens, A. \"L\'evolution du fluage du beton en fonction de sa composition, du taux de contrainte et de l\'age,\" Groupe de travail GT 22, Centre national de recherches scientifiques pour l\'industrie cimentiere, Brussels, 1977'),(115,'Wischers:1976','Wischers, G., and Dahms, G.','Kriechen von frühbelastetem Beton mit hoher Anfangsfestigkeit','Beton, H2, 69-74; H3, 104-8, 1976',1976,NULL,'Wischers-115',115,'Wischers, G., and Dahms, G., \"Kriechen von frühbelastetem Beton mit hoher Anfangsfestigkeit\", Beton, H2, 69-74; H3, 104-8, 1976'),(116,'Wesche:1978','Wesche, K., Schrage, I., and von Berg, W.','Versuche zum Einfluss des Belastungsalters auf das Kriechen von Beton','Deutscher Ausschuss fur Stahlbeton, 295, W. Ernst, Berlin., 1978',1978,NULL,'Wesche-116',116,'Wesche, K., Schrage, I., and von Berg, W., \"Versuche zum Einfluss des Belastungsalters auf das Kriechen von Beton,\" Deutscher Ausschuss fur Stahlbeton, 295, W. Ernst, Berlin., 1978'),(117,'Stockl:1967','Stockl, S.','Tastversuche über den Einfluß von vorangegangenen Dauerlasten auf die Kurzzeitfestigkeit des Betons','Deutscher Ausschuss fur Stahlbeton, 196, (1967) 1-27',1967,NULL,'Stockl-117',117,'Stockl, S., \"Tastversuche über den Einfluß von vorangegangenen Dauerlasten auf die Kurzzeitfestigkeit des Betons\" Deutscher Ausschuss fur Stahlbeton, 196, 1-27, 1967'),(118,'Weigler:1981','Weigler, H., and Karl, S.','Creep of concrete under early loading - Influence of the rate of hardening of the cement','Betonwerk + Fertigteil-Technik, Heft 9, 1981, pp. 519-522',1981,NULL,'Weigler-118',118,'Weigler, H., and Karl, S., \"Creep of concrete under early loading - Influence of the rate of hardening of the cement,\" Betonwerk + Fertigteil-Technik, Heft 9, 1981, pp. 519-522.'),(119,'Aoyagi:1970','Aoyagi, Y., Onuma, H. and Kawasaki, M.','Experimental Study on Behavior of Prestressed Concrete Beams under Temperature Gradient','Central Research Institute of Electric Power Industry Report, No.70003, 1970  ',1970,NULL,'Aoyagi-119',119,'Aoyagi, Y., Onuma, H. and Kawasaki, M. \' Experimental Study on Behavior of Prestressed Concrete Beams under Temperature Gradient.\'  Central Research Institute of Electric Power Industry Report, No.70003, 1970  '),(120,'Ohnuma:1975','Ohnuma, H., Aoyagi, Y., Kawasaki, M. and Abe, H.','Experimental Study on Behavior of Creep under High Temperature in a Thick-Walled Prestressed Concrete Ring Model','CRIEPI Report, No.74016, (1975) 50p',1975,NULL,'Ohnuma-120',120,'Ohnuma, H., Aoyagi, Y., Kawasaki, M. and Abe, H. \' Experimental Study on Behavior of Creep under High Temperature in a Thick-Walled Prestressed Concrete Ring Model.\'  CRIEPI Report, No.74016, 1975  50p'),(122,'Okajima:1976b','Okajima, T., Oh\'iwa, K., Tsujino, S., Haseda, N., Okada, K. and Yamase, S. ','Creep of Concrete under Combined Stresses.','Trans. of A.I.J., No.242, (1976)  pp.1-9',1976,NULL,'Okajima-122',122,'Okajima, T., Oh\'iwa, K., Tsujino, S., Haseda, N., Okada, K. and Yamase, S. \' Creep of Concrete under Combined Stresses.\'  Trans. of A.I.J., No.242, 1976  pp.1-9'),(125,'Ohnuma:1979a','Ohnuma, H. and Abe, H.','Creep and Creep Recovery of Concrete Subjected to Triaxial Compressive Stresses at Elevated Temperature','CRIEPI Report, No.378020, (1979) 1-38',1979,NULL,'Ohnuma-125',125,'Ohnuma, H. and Abe, H. \' Creep and Creep Recovery of Concrete Subjected to Triaxial Compressive Stresses at Elevated Temperature,.\'  CRIEPI Report, No.378020, 1979  38p.'),(126,'Ohnuma:1979b','Ohnuma, H., Aoyagi, Y., Abe, H. and Okazawa, T.','Experimental Study on Creep Behavior of Concrete under Sustained Temperature Gradient in a Model of Prestressed Concrete Reactor Structures','CRIEPI Report, No.379005, (1979)  89p',1979,NULL,'Ohnuma-126',126,'Ohnuma, H., Aoyagi, Y., Abe, H. and Okazawa, T., \' Experimental Study on Creep Behavior of Concrete under Sustained Temperature Gradient in a Model of Prestressed Concrete Reactor Structures.\'  CRIEPI Report, No.379005, 1979  89p.'),(129,'Kawasumi:1982','Kawasumi, M., Kasahara, K. and Kuriyama, T.','Creep of Concrete at Elevated Temperatures, Part 3, The Influence of Ages at Loading and Water/Cement Ratios','CRIEPI Report, No.382008, 1982  ',1982,NULL,'Kawasumi-129',129,'Kawasumi, M., Kasahara, K. and Kuriyama, T. \' Creep of Concrete at Elevated Temperatures, Part 3, The Influence of Ages at Loading and Water/Cement Ratios.\'  CRIEPI Report, No.382008, 1982  '),(130,'Ohnuma:1983a','Ohnuma, H., Aoyagi, Y. and Kuriyama, T.','Creep Characteristics of Expansive Concrete under Uiaxial Compressive Stresses','CRIEPI report, No.382047, 1983  ',1983,NULL,'Ohnuma-130',130,'Ohnuma, H., Aoyagi, Y. and Kuriyama, T. \' Creep Characteristics of Expansive Concrete under Uiaxial Compressive Stresses.\'  CRIEPI report, No.382047, 1983  '),(131,'Ohnuma:1983b','Ohnuma, H., Aoyagi, Y. and Kanazu, T.','Analytical Investigation of Cracking Behaviors in Concrete Lining of Shield Tunnels for Underground Transmission Lines','CRIEPI report, No.382048, 1983  ',1983,NULL,'Ohnuma-131',131,'Ohnuma, H., Aoyagi, Y. and Kanazu, T. \' Analytical Investigation of Cracking Behaviors in Concrete Lining of Shield Tunnels for Underground Transmission Lines.\'  CRIEPI report, No.382048, 1983  '),(132,'Kanazu:1983','Kanazu, T., Aoyagi, Y. and Nakano, T.','Evaluation of Temperature Cracking Tendensies of Hardened Concrete Using Newly Developed Apparatus','CRIEPI report, No.382049, 1983  ',1983,NULL,'Kanazu-132',132,'Kanazu, T., Aoyagi, Y. and Nakano, T. \' Evaluation of Temperature Cracking Tendensies of Hardened Concrete Using Newly Developed Apparatus.\'  CRIEPI report, No.382049, 1983  '),(133,'Okajima:1985','Okajima, T., Kawabe, S. and Enoki, K.','Thermal Expansion of Concrete under Sustained Load Considering the Effect of Creep','Proc. of JCI 7th Conf., 1985  pp. 293-296',1985,NULL,'Okajima-133',133,'Okajima, T., Kawabe, S. and Enoki, K. \' Thermal Expansion of Concrete under Sustained Load Considering the Effect of Creep.\'  Proc. of JCI 7th Conf., 1985  pp.293-296'),(134,'Ohgishi:1985','Ohgishi, S. and Ono, H.','Effect of Moisture Content on Creep of Concrete under Uniaxial and Triaxial Compressive Stress at Normal Temperature','Zairyo, Vol.34, No.376, 1985  pp 8-13',1985,NULL,'Ohgishi-134',134,'Ohgishi, S. and Ono, H. \' Effect of Moisture Content on Creep of Concrete under Uniaxial and Triaxial Compressive Stress at Normal Temperature.\'  Zairyo, Vol.34, No.376, 1985  pp8-13'),(135,'Nagamatsu:1986','Nagamatsu, S., Sato, Y. and Takeda, Y.','Creep Function for Aging Concrete','Preprints, Fourth RILEM International Symposium on Creep and Shrinkage of Concrete: Mathematical Modeling Ed. by Z.P. Bazant, 1986  pp. 743-754',1986,NULL,'Nagamatsu-135',135,'Nagamatsu, S, Sato, Y and Takeda, Y \' Creep Function for Aging Concrete.\'  Preprints, Fourth RILEM International Symposium on Creep and Shrinkage of Concrete: Mathematical Modeling Ed. by Z.P. Bazant, 1986  pp.743-754'),(136,'Sakata:1991','Sakata, K. ,Ayano, T. and Higaki, S.','The prediction of creep under the varying stress','Proceedings of Japan Concrete Institute, Vol.13, No.1, 1991  pp. 429-434',1991,NULL,'Sakata-136',136,'Sakata, Kenji ,Ayano, Toshiki and Higaki , Satoshi \' The prediction of creep under the varying stress.\'  Proceedings of Japan Concrete Institute, Vol.13, No.1, 1991  pp.429-434'),(137,'Osama:1994','Osama, E., Yamaguchi, T. and Ikeda, S.','Experimental Studies on the Basic Creep of Cement Paste Mortar and Concrete','Proceedings of Japan Concrete Institute, Vol.16, No.1, 1994  pp. 615-620',1994,NULL,'Osama-137',137,'Osama, E, Yamaguchi, T and Ikeda, S \' Experimental Studies on the Basic Creep of Cement Paste Mortar and Concrete.\'  Proceedings of Japan Concrete Institute, Vol.16, No.1, 1994  pp.615-620'),(138,'Goto:1995','Goto, T., Uehara, T. and Umehara, H.','Studies  on  Creep Behavior of Early Age Concrete','Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp. 1133-1138',1995,NULL,'Goto-138',138,'Goto, T., Uehara.T and Umehara H \' Study on creep at an early age.\'  Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp.1133-1138'),(139,'Imamoto:1997','Imamoto,K. and Ohtani.H.','An Investigation of Cracking in Reinforced Ultra High Strength Concrete Frame','J.Struct.Constr.Eng., AIJ, No.495, 1997 pp 1-8',1997,NULL,'Imamoto-139',139,'Imamoto,K. and Ohtani.H. \' An Investigation of Cracking in Reinforced Ultra High Strength Concrete Frame.\'  J.Struct.Constr.Eng., AIJ, No.495, 1997  pp1-8'),(140,'Umehara:1991','Umehara, H., Kitagawa Y., and Yoshida','Study on the Effect of Creep for Thermal Stress in Massive Concrete Structures','Proceedings of Japan Concrete Institute, Vol.13, No.1, 1991  pp. 845-850',1991,NULL,'Umehara-140',140,'Umehara, H., Kitagawa Y., and Yoshida \' Study on the Effect of Creep for Thermal Stress in Massive Concrete Structures.\'  Proceedings of Japan Concrete Institute, Vol.13, No.1, 1991  pp.845-850'),(141,'Morimoto:1993','Morimoto, H., Iwamoto T., Kurihara T. and Koyanagi W.','The Characteristic of The Compressive and The Tensile Creep of Concrete at Early Ages','JCA Proceedings of Cement & Concrete, No.47, 1993  pp. 356-359',1993,NULL,'Morimoto-141',141,'Morimoto, H., Iwamoto T., Kurihara T. and Koyanagi W. \' The Characteristic of The Compressive and The Tensile Creep of Concrete at Early Ages.\'  JCA Proceedings of Cement & Concrete, No.47, 1993  pp.356-359'),(142,'Kumono:1997','Kumono, T., Nishibayashi S. and Kuroda T.','Effect of Sustained Tensile Stress on Microstructure of Concrete','JCA Proceedings of Cement & Concrete, No.51, 1997  pp. 818-823',1997,NULL,'Kumono-142',142,'Kumono, T., Nishibayashi S. and Kuroda T. \' Effect of Sustained Tensile Stress on Microstructure of Concrete.\'  JCA Proceedings of Cement & Concrete, No.51, 1997  pp.818-823'),(143,'Tabata:1995','Tabata, K. , Matshura, Tsunehisa  and Sumi, Kazuyuki','A Study on Short Term Compressive Characteristics of High Strength Reinforced Concrete after Long Term Loading','Proceedings of the Japan Concrete Institute, Vol.17, No.1, 1995  599-602',1995,NULL,'Tabata-143',143,'Tabata, K. , Matshura, Tsunehisa  and Sumi, Kazuyuki \' A Study on Short Term Compressive Characteristics of High Strength Reinforced Concrete after Long Term Loading.\'  Proceedings of the Japan Concrete Institute, Vol.17, No.1, 1995  599-602'),(144,'Watanabe:1995','Watanabe, K., Yamada, K., Yamamoto, T.  and Kobayashi, T.','Fundamental Study on Confinement Effect by Diagonal Steel Bar for Drying Shrinkage Crack of RC Wall','Proceedings of the Japan Concrete Institute, Vol.17, No.1, 1995  609-614',1995,NULL,'Watanabe-144',144,'Watanabe, K., Yamada, Kazuo, Yamamoto, Toshihiko  and Kobayashi, Takeru  \' Fundamental Study on Confinement Effect by Diagonal Steel Bar for Drying Shrinkage Crack of RC Wall.\'  Proceedings of the Japan Concrete Institute, Vol.17, No.1, 1995  609-614'),(145,'Ozaki:1998','Ozaki, S.  and Sugata, N.','Long-term Creep and Shrinkage Test of Concrete','Proceedings of the Japan Concrete Institute, Vol.20, No.2, 1998  685-690',1998,NULL,'Ozaki-145',145,'Ozaki, Shinobu  and Sugata, Noriyuki  \' Long-term Creep and Shrinkage Test of Concrete.\'  Proceedings of the Japan Concrete Institute, Vol.20, No.2, 1998  685-690'),(146,'Tsuruta:1999','Tsuruta, H.,  Matsushita, H. and Fujimoto, Y.','Influences of Aggregate Crushing Value on Creep of High Strength Concrete','Proceedings of the Japan Concrete Institute, Vol.21, No.2, 1999  697-702',1999,NULL,'Tsuruta-146',146,'Tsuruta,Hiroaki,  MATSUSHITA, Hiromichi  and FUJIMOTO, Yoshio  \' Influences of Aggregate Crushing Value on Creep of High Strength Concrete.\'  Proceedings of the Japan Concrete Institute, Vol.21, No.2, 1999  697-702'),(147,'Goto:2000','Goto, K., Komuro, T., Jinnai, H. and Kawabat, I.','Properties of Compressive Creep of High Strength Concrete','Proceedings of the Japan Concrete Institute, Vol.22, No.2, 2000  625-630',2000,NULL,'Goto-147',147,'Goto, Kazumasa, Komuro, Tsutomu, Jinnai, Hiroshi  and Kawabat, Ichizo \' Properties of Compressive Creep of High Strength Concrete.\'  Proceedings of the Japan Concrete Institute, Vol.22, No.2, 2000  625-630'),(148,'Tatsuki:2000','Tatsuki, S., Ohba, M., Ishikawa, Y. and Hamada, Y.','Study on Drying Shrinkage and Creep of PC Slabs with Super Light-Weight Concrete','Proceedings of the Japan Concrete Institute, Vol.22, No.2, 2000  685-690',2000,NULL,'Tatsuki-148',148,'Tatsuki, Shinichi , Ohba,Mitsuaki,Ishikawa,  Yuko  and Hamada, Yuzuru  \' Study on Drying Shrinkage and Creep of PC Slabs with Super Light-Weight Concrete.\'  Proceedings of the Japan Concrete Institute, Vol.22, No.2, 2000  685-690'),(149,'Sugata:2003','Sugata, N., Terasawa, T.','Effect of Silica Fume on Compressive Creep of High-Strength Concrete in Early Age','Proceedings of the Japan Concrete Institute, Vol.25, No.1, 2003  425-430',2003,NULL,'Sugata-149',149,'Sugata,Noriyuki , Terasawa, Takahiro  \' Effect of Silica Fume on Compressive Creep of High-Strength Concrete in Early Age.\'  Proceedings of the Japan Concrete Institute, Vol.25, No.1, 2003  425-430'),(150,'Sumi:1995','Sumi, K., Kawata, A., Nakati, T. ,Tabata K., Momotani T. and Sawada Y.','The Quality Control and Material Tests on the High-Strength Concrete with Design Strength of 80MPa Part2:Creep and Shrinkage Tests','Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 1995  603-604',1995,NULL,'Sumi-150',150,'Sumi, K.,Kawata Akizumi,Nakati Tadaharu,Tabata Ken,Momotani Tomoki and Sawada Yumiko \' The Quality Control and Material Tests on the High-Strength Concrete with Design Strength of 80MPa Part2:Creep and Shrinkage Tests.\' Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 1995  603-604'),(151,'Hagihara:2000','Hagihara, S., Masuda, Y., Nakamura, S., Uenishi, T., Kono, M. and Okihashi, T.','Experiment on Compressive and Tensile Creep of High-Strength Concrete in Early Age','Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 2000  629-630',2000,NULL,'Hagihara-151',151,'Hagihara, S.,Masuda Yoshihiro,Nakamura Shigeharu Uenishi Takashi,Kono Masanori and Okihashi Takanori \' Experiment on Compressive and Tensile Creep of High-Strength Concrete in Early Age.\'  Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 2000  629-630'),(152,'Kuku:2001','Kuku, M., Ookushi, K.','Artificial Super Lightweight Aggregate Structural Concrete','Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 2001  299-300',2001,NULL,'Kuku-152',152,'Kuku, M., Ookushi Kouji \' Artificial Super Lightweight Aggregate Structural Concrete.\'  Summaries of technical papers of Annual Meeting Architectural Institute of Japan, Materials and construction, 2001  299-300'),(153,'Nakamoto:1996','Nakamoto, J., Togawa, K. and Fujii, M.','A STUDY ON CREEP AND DRYING SHRINKAGE OF HIGH BLAST-FURNACE SLAG CONTENT CONCRETE','Cement Science and Concrete Technology, No. 50, 1996  204-209',1996,NULL,'Nakamoto-153',153,'Nakamoto,Junji,  Togawa, Kazuo and Fujii, Manabu  \' A STUDY ON CREEP AND DRYING SHRINKAGE OF HIGH BLAST-FURNACE SLAG CONTENT CONCRETE.\'  Cement Science and Concrete Technology,No.50, 1996  204-209'),(154,'Ayano:1998','Ayano, T. and Sakata, K.','THE EFFECTS OF GRAVEL QUALITY ON CREEP AND SHRINKAGE OF CONCRETE','Cement Science and Concrete Technology, No. 52, 1998  656-661',1998,NULL,'Ayano-154',154,'Ayano, Toshiki  and Sakata, Kenji  \' THE EFFECTS OF GRAVEL QUALITY ON CREEP AND SHRINKAGE OF CONCRETE.\'  Cement Science and Concrete Technology,No.52, 1998  656-661'),(155,'Kojima:2000a','Kojima, T., Tagaki, N., Horikawa, S. and Inoue, M.','STUDY ON CREEP CHARACTERISTICS OF HIGH-STRENGTH SILICA FUME CONCRETE','Cement Science and Concrete Technology, No. 54, 2000  354-361',2000,NULL,'Kojima-155',155,'Kojima, Takayuki, Tagaki, Nobuaki,  Horikawa, Satoshi  and INOUE, Masumi  \' STUDY ON CREEP CHARACTERISTICS OF HIGH-STRENGTH SILICA FUME CONCRETE.\'  Cement Science and Concrete Technology,No.54, 2000  354-361'),(156,'Sugata:2001','Sugata, N., Satoh, K. and Kamada, K.','EFFECT OF THERMAL HISTORY AT EARLY AGE ON COMPRESSIVE CREEP OF HIGH-STRENGTH CONCRETE','Cement Science and Concrete Technology, No. 55, 2001 494-499',2001,NULL,'Sugata-156',156,'Sugata, Noriyuki, Satoh,  Katsutoshi and Kamada, Kentaroh  \' EFFECT OF THERMAL HISTORY AT EARLY AGE ON COMPRESSIVE CREEP OF HIGH-STRENGTH CONCRETE.\'  Cement Science and Concrete Technology,No.55, 2001  494-499'),(158,'Nagataki:1982a','Nagataki, S. and Yonekura, A.','Characterization of drying shrinkage and creep in high strength concrete','Concrete journal Vol.20, No.4, 1982  pp. 75-87',1982,NULL,'Nagataki-158',158,'Nagataki, S., and Yonekura.A \' Characterization of drying shrinkage and creep in high strength concrete.\'  Concrete journal Vol.20, No.4, 1982  pp.75-87'),(159,'Nagataki:1982b','Nagataki, S. and Yonekura, A.','Investigation of mechanism of creep and drying shrinkage of concrete','Concrete journal Vol.20, No.12, 1982  pp. 85-95',1982,NULL,'Nagataki-159',159,'Nagataki, S. and Yonekura.A \' Investigation of mechanism of creep and drying shrinkage of concrete.\'  Concrete journal Vol.20, No.12, 1982  pp.85-95'),(160,'Kanazu:1991','Kanazu, T. and Ishida, H.','Creep Behavior of Concrete and Reinforced Concrete at Elevated Temperature up to 300C','CRIEPI Report, No.U90060, 1991  ',1991,NULL,'Kanazu-160',160,'Kanazu, T. and Ishida, H. \' Creep Behavior of Concrete and Reinforced Concrete at Elevated Temperature up to 300C.\'  CRIEPI Report, No.U90060, 1991  '),(161,'Furushima:1993','Furushima, M.,  Suzuki, K., Oono, Y. and Nakagawa, T.','Resistance to drying shrinkage of concrete with high early strength cement and AE super-plasticizer','Proceedings of Japan Concrete Institute, Vol.15, No.1, 1993  pp. 429-434',1993,NULL,'Furushima-161',161,'Furushima, M. ,  Suzuki, K., Oono,  Y.  and Nakagawa, T.  \' Resistance to drying shrinkage of concrete with high early strength cement and AE super-plasticizer.\'  Proceedings of Japan Concrete Institute, Vol.15, No.1, 1993  pp.429-434'),(162,'Arai:1956','Arai, T., Seki, S., Nagakura, T. and Sakakibara, I.','Report of Experiments on Slag Cement','Report of CRIEPI (Civil Engineering 55109), 1956  ',1956,NULL,'Arai-162',162,'Arai,Taiji ,  Seki, Shingo ,  Nagakura, Tadashi and Sakakibara, Isao \' Report of Experiments on Slag Cement.\'  Report of CRIEPI (Civil Engineering 55109), 1956  '),(163,'Nagakura:1956','Nagakura, T.','Report of Experiments on Prepacked Concrete (second report)','Report of CRIEPI (Civil Engineering 56062), 1956  ',1956,NULL,'Nagakura-163',163,'Nagakura, T \' Report of Experiments on Prepacked Concrete (second report).\'  Report of CRIEPI (Civil Engineering 56062), 1956  '),(164,'Tokuda:1964','Tokuda, H, and Itoh, T','Report of Experiments on Drying Shrinkage and Water Diffusion Coefficient of Fly Ash Concrete','Report of the Central Research Institute of Electric Power Industry (Civil Engineering 63015), 1964  ',1964,NULL,'Tokuda-164',164,'Tokuda, H, and Itoh, T \' Report of Experiments on Drying Shrinkage and Water Diffusion Coefficient of Fly Ash Concrete.\'  Report of the Central Research Institute of Electric Power Industry (Civil Engineering 63015), 1964  '),(165,'Kawahara:1964','Kawahara, T., Murano, G. and Sakakibara, I.','Research on Slag Cement made by wet smashing method','Report of the Central Research Institute of Electric Power Industry, No.64042, 1964  ',1964,NULL,'Kawahara-165',165,'Kawahara, T, Murano, G, and Sakakibara, I \' Research on Slag Cement made by wet smashing method.\'  Report of the Central Research Institute of Electric Power Industry, No.64042, 1964  '),(166,'Okuda.T:1965','Okuda, T., Nakano, T. and Kakuda, T.','Physical Characteristics of Mortar and Concrete Containing Iron Powder','Report of the Central Research Institute of Electric Power Industry, No.65032, 1965  ',1965,NULL,'Okuda.T-166',166,'Okuda.T, Nakano.T, and Kakuda.T \' Physical Characteristics of Mortar and Concrete Containing Iron Powder.\'  Report of the Central Research Institute of Electric Power Industry, No.65032, 1965  '),(167,'Sakata:1981','Sakata, K. and Kuramoto, O.','A Study on the Water Diffusion and Shrinkage in Concrete by Drying','Proc., JSCE, No.316, 1981  pp. 145-152',1981,NULL,'Sakata-167',167,'Sakata, K. and Kuramoto, O. \' A Study on the Water Diffusion and Shrinkage in Concrete by Drying,.\'  Proc., JSCE, No.316, 1981  pp.145-152'),(168,'Ohama:1985','Ohama, Y., Miyara, M. and Endo, M.','Drying Shrinkage and Strength of Steel Fiber Reinforced Mortars Containing Shrinkage-Reducing Agent','Zairyo, Vol.34, No.376, 1985  pp. 14-18',1985,NULL,'Ohama-168',168,'Ohama, Y., Miyara, M. and Endo, M. \' Drying Shrinkage and Strength of Steel Fiber Reinforced Mortars Containing Shrinkage-Reducing Agent,.\'  Zairyo, Vol.34, No.376, 1985  pp.14-18'),(169,'Takemura:1987','Takemura, K., Yonekura, A. and Tanaka, T.','Shrinkage of concrete with silica fume','Proceedings of the Japan Concrete Institute,Vol.9, 1987 pp. 69-74',1987,NULL,'Takemura-169',169,'Takemura, Kazuo, Yonekura, Asuo and Tanaka, Toshitugu  \' Shrinkage of concrete with silica fume.\'  Proceedings of the Japan Concrete Institute,Vol.9, 1987  pp.69-74'),(170,'Numao:1991','Numao, T. and Mihashi, H.','Moisture Migration and Shrinkage of Hardened Cement Paste at Elevated Temperatures\r\n','Trans. Of 11th Int. Conf. On Struct. Mech. In Reactor Tech., Vol.H, H02/2, 1991  pp. 37-42',1991,NULL,'Numao-170',170,'Numao, T and Mihashi, H \' Moisture Migration and Shrinkage of Hardened Cement Pasteat Elevated Temperatures.\'  Trans. Of 11th Int. Conf. On Struct. Mech. In Reactor Tech., Vol.H, H02/2, 1991  pp.37-42'),(171,'Tazawa:1994','Tazawa, E. and Miyazawa, S.','Influence of Binder and Mix Proportion on Autogenous Shrinkage of Cementitious Materials','Journal of Materials, Concrete Structures and Pavements, JSCE, No.502/V-25, 1994  pp. 43-52',1994,NULL,'Tazawa-171',171,'Tazawa, E. and Miyazawa, S. \' Influence of Binder and Mix Proportion on Autogenous Shrinkage of Cementitious Materials,.\'  Journal of Materials, Concrete Structures and Pavements, JSCE, No.502/V-25, 1994  pp.43-52'),(172,'Tomita:1994a','Tomita, R.','Study on mechanism and effect of organic shrinkage reducing admixture','Thesis of doctor of engineering in Tokyo Institute of Technology, 1994  ',1994,NULL,'Tomita-172',172,'Tomita, R. \' Study on mechanism and effect of organic shrinkage reducing admixture.\'  Thesis of doctor of engineering in Tokyo Institute of Technology, 1994  '),(173,'Asanuma:1995','Asanuma, K., Takeshita H., and Fujii, M.','Effects and assessment of thickness of member for drying shrinkage','Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp. 621-626',1995,NULL,'Asanuma-173',173,'Asanuma, K., Takeshita H., and Fujii, M. \' Effects and assessment of thickness of member for drying shrinkage.\'  Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp.621-626'),(174,'Imamoto:1995','Imamoto, K. and Ohtani H.','Study on shrinkage behavior of high strength and super high strength concrete','Proceedings of Japan Concrete Institute,Vol.17, No.1, 1995  pp. 1061-1067',1995,NULL,'Imamoto-174',174,'Imamoto, K. and Ohtani H. \' Study on shrinkage behavior of high strength and super high strength concrete.\'  Proceedings of Japan Concrete Institute,Vol.17, No.1, 1995  pp.1061-1067'),(175,'Koushiro:1995','Koushiro, Y.,  Ohike, T. and Nakane S.','An experimental study on self compacting concrete with several additives','Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp. 129-134',1995,NULL,'Koushiro-175',175,'Koushiro, Y.,  Ohike, T. and Nakane S. \' An experimental study on self compacting concrete with several additives.\'  Proceedings of Japan Concrete Institute, Vol.17, No.1, 1995  pp.129-134'),(176,'Yasuda:1996','Yasuda, M., Abe, M., Sasahara, A. and Momotani, T.','Experimental Study on Shrinkage and Crack on High Fluidity Concrete','Proceedings of Japan Concrete Institute, Vol.18, No.1, 1996  pp. 147-152',1996,NULL,'Yasuda-176',176,'Yasuda, M., Abe, M., Sasahara, A. and Momotani T. \' Experimental Study on Shrinkage and Crack on High Fluidity Concrete.\'  Proceedings of Japan Concrete Institute, Vol.18, No.1, 1996  pp.147-152'),(177,'Momotani:1996','Momotani, T., Yamada, H. and Kita, T.','Study on Shrinkage of Ultra-High-Strength Mortar and Concrete','Proceedings of Japan Concrete Institute, Vol.18, No.1, 1996  pp. 219-224',1996,NULL,'Momotani-177',177,'Momotani, T., Yamada, H. and Kita, T. \' Study on Shrinkage of Ultra-High-Strength Mortar and Concrete.\'  Proceedings of Japan Concrete Institute, Vol.18, No.1, 1996  pp.219-224'),(178,'Ayano:1997','Ayano, T. and Sakata, K.','Concrete Shrinkage Strain under the Actual Atmosphere','Proceedings of Japan Concrete Institute, Vol.19, No.1, 1997  pp. 709-714',1997,NULL,'Ayano-178',178,'Ayano, T. and Sakata, K. \' Concrete Shrinkage Strain under the Actual Atmosphere.\'  Proceedings of Japan Concrete Institute, Vol.19, No.1, 1997  pp.709-714'),(179,'Fujimoto:2003','Fujimoto, T., Senbu, O., Adachi, Y. and Tomosawa, F.','Effect of Types of Coarse Aggregate on Driying Shrinkage of Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp. 97-98',2003,NULL,'Fujimoto-179',179,'Fujimoto, T.,Senbu Osamu,Adachi Yusuke,Tomosawa Fuminori \' Effect of Types of Coarse Aggregate on Driying Shrinkage of Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp.97-98'),(180,'Toriyama:2003','Toriyama, T., Koyama, A., Kikuchi, M. and Matumura J.','Study on Drying Shrinkage Cracking Tendency of Recycled Aggregate Concrete - Part 2: Unixial Restraint Cracking Test','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp. 247-248',2003,NULL,'Toriyama-180',180,'Toriyama, T.,Koyama Akio,Kikuchi Masafumi,Matumura Junya \' Study on Drying Shrinkage Cracking Tendency of Recycled Aggregate Concrete -Part2.Unixial Restraint Cracking Test.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp.247-248'),(181,'Umezu:2003','Umezu, Y., Shimizu, A., Hamada, M., Sinoda, T. and Fukushi, I.','Experimental Study on a Test Meshod for Judging of Recycled Aggregate Performance - Part 2: Experiment Result','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp. 235-234',2003,NULL,'Umezu-181',181,'Umezu, Y.,Shimizu Akiyuki,Hamada Masaru,Sinoda Tooru,Fukushi Isao \' Experimental Study on a Test Meshod for Judging of Recycled Aggregate Performance -Part2 Experiment Result.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp.235-234'),(182,'Hrota:2003','Hrota, K., Teranishi Kohji, Takeuchi Takanori','Quality of Recycled Aggregate Concrete with Autoclave Curing - Part 2: Drying Shrinkage','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp. 259-260',2003,NULL,'Hrota-182',182,'Hrota, K.,Teranishi Kohji,Takeuchi Takanori \' Quality of Recycled Aggregate Concrete with Autoclave Curing -Part2.Drying Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2003,  pp.259-260'),(183,'Inoue:2002','Inoue, K., Mitsui Kenro, Ikeo Yosaku, Kinoshita Mitsuo, Miura Toyoji, Inagaki Junji','Influence of Cement Type and Shrinkage-Reducing Admixture on Drying-Shrinkage of Concrete -Part2 Crack-Resistance of Concrete due to Restrained Drying-Shrinkage','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2002, pp. 545-546',2002,NULL,'Inoue-183',183,'Inoue, K.,Mitsui Kenro,Ikeo Yosaku,Kinoshita Mitsuo,Miura Toyoji,Inagaki Junji \' Influence of Cement Type and Shrinkage-Reducing Admixture on Drying-Shrinkage of Concrete -Part2 Crack-Resistance of Concrete due to Restrained Drying-Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2002,  pp.545-546'),(184,'Tanimura:2002','Tanimura, M., Hyodo Hikotsugu','Properties of Concrete Using Shrinkage Reducing Agent','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2002, pp. 757-758',2002,NULL,'Tanimura-184',184,'Tanimura, M.,Hyodo Hikotsugu \' Properties of Concrete Using Shrinkage Reducing Agent.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2002,  pp.757-758'),(185,'Umezu:2001','Umezu, Y., Shimizu Akiyuki, Kuroha Kenji, Takada Makoto','Experimental study on strength development of high fluidity fly ash concrete in structures Part 4','Influence of different weather.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 139-140',2001,NULL,'Umezu-185',185,'Umezu, Y., Shimizu Akiyuki, Kuroha Kenji, Takada Makoto \' Experimental study on strength development of high fluidity fly ash concrete in structures Part 4.Influence of different weather.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp139-140'),(186,'Hira:2001','Hira, H., Sibaike Tatsuji, KajiYama Tsuyoshi, Sumi Manadu and Tamaishi Ryusuke','Experimental study on High-Fluidity Concrete Using Air Entraining and High Range Water Reducing Agent Containing Viscosity Ingredient (Part 2 Properties of Hardened Concrete and Heating Test)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 269-270',2001,NULL,'Hira-186',186,'Hira, H., Sibaike Tatsuji, KajiYama Tsuyoshi, Sumi Manadu and Tamaishi Ryusuke \' Experimental study on High-Fluidity Concrete Using Air Entraining and High Range Water Reducing Agent Containing Viscosity Ingredient (Part 2 Properties of Hardened Concrete and Heating Test).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.269-270'),(187,'Honma:2001','Honma, T. et al.','Fundamental properties of lightweight concrete using the super-lightweight aggregate','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 297-298',2001,NULL,'Honma-187',187,'Honma, T. et al. \' Fundamental properties of lightweight concrete using the super-lightweight aggregate.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.297-298'),(188,'Ozaki:2001','Ozaki, H., Tuchida Shinji, Kono Masanori','The durability examination of precast contrifugal compaction','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 331-332',2001,NULL,'Ozaki-188',188,'Ozaki, H., Tuchida Shinji, Kono Masanori \' The durability examination of precast contrifugal compaction.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.331-332'),(189,'Kojima:2001','Kojima, M., Mitsui Kenro','Influence of Curing for pore size distribution, rate of hydration and drying-shrinkage of concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 433-434',2001,NULL,'Kojima-189',189,'Kojima, M., Mitsui Kenro \' Influence of Curing for pore size distribution, rate of hydration and drying-shrinkage of concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.433-434'),(190,'Inoue:2001','Inoue, K., Mitsui Kenro, Ohno Sadatoshi, Iwashimizu Takashi','Influence of Thickness of Member on Drying-Shrinkage using Concrete with Different Final Drying-Shrinkage','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 435-436',2001,NULL,'Inoue-190',190,'Inoue, K.,Mitsui Kenro,Ohno Sadatoshi,Iwashimizu Takashi \' Influence of Thickness of Member on Drying-Shrinkage using Concrete with Different Final Drying-Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.435-436'),(191,'Liu:2001','Liu, Y., OHNO Yoshiteru, NAKAGAWA Takao','Calculation of Shrinkage Crack Width Estjmation of Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 437-438',2001,NULL,'Liu-191',191,'Liu, Y., OHNO Yoshiteru, NAKAGAWA Takao \' Calculation of Shrinkage Crack Width Estjmation of Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.437-438'),(192,'Kodama:2001','Kodama, A., Hoshino Minoru, Kasami Hideo, Sugiyama Nariaki, Tateyashiki Hisashi, Shima Hirokazu','Properties of High Fludity Containing Recycled Concrete Powder, Part III (3): Experiment on Effect of Recycled Concrete Powder on Strength and Durability of High Performance Superplasticized Concrete.','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 675-676',2001,NULL,'Kodama-192',192,'Kodama, A., Hoshino Minoru, Kasami Hideo, Sugiyama Nariaki, Tateyashiki Hisashi, Shima Hirokazu \' Properties of High Fludity Containing Recycled Concrete Powder, Part.III (3)Experiment on Effect of Recycled Concrete Powder on Strength and Durability of High Performance Superplasticized Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.675-676'),(193,'Nagomi:2001','Nagomi, A., Eguchi Kiyoshi, Teranishi Kohji, Kishimoto Hitoshi','Study on the improvement of drying shrinkage behavior of recycled aggregate concrete Part 2: Application to the precast concrete members','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001, pp. 743-744',2001,NULL,'Nagomi-193',193,'Nagomi, A., Eguchi Kiyoshi, Teranishi Kohji, Kishimoto Hitoshi \' Study on the improvement of drying shrinkage behavior of recycled aggregate concrete Part.2 Application to the precast concrete members.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2001,  pp.743-744'),(194,'Kasai:2000','Kasai, H.','Study on Application of Resource using Coal Ash-Part 4: Durability of Concrete using Artificial Aggregate with Coal Ash','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000, pp. 609-610',2000,NULL,'Kasai-194',194,'Kasai, H. \' Study on Application of Resource using Coal Ash-Part4.Durability of Concrete using Artificial Aggregate with Coal Ash.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.609-610'),(196,'Yasoshima:2000','Yasoshima, H., Shinozaki Tohru, Umemoto Munehiro, Kurabayashi kiyoshi, Itatani Toshiro, Kojima Masaki, Kobayashi Toshimitsu','Study on Concrete Using Several Drying Shrinkage Reducing Agents','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 641-642',2000,NULL,'Yasoshima-196',196,'Yasoshima, H.,Shinozaki Tohru,Umemoto Munehiro,Kurabayashi kiyoshi,Itatani Toshiro,Kojima Masaki,Kobayashi Toshimitsu \' Study on Concrete Using Several Drying Shrinkage Reducing Agents.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.641-642'),(197,'Imamoto:2000','Imamoto, K., Annoura Takamichi, Tohyama Shunichi','Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part 6: Influence of Coarse Aggregate Quality)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 649-650',2000,NULL,'Imamoto-197',197,'Imamoto, K.,Annoura Takamichi,Tohyama Shunichi \' Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part6 Influence of Coarse Aggregate Quality).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.649-650'),(198,'Kimura:2000','Kimura, Y., Urano Hideo, Fujisawa Isao','Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part 7: Influence of Sand Quality on Drying Shrinkage of Concrete)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 651-652',2000,NULL,'Kimura-198',198,'Kimura, Y.,Urano Hideo,Fujisawa Isao \' Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part7 Influence of Sand Quality on Drying Shrinkage of Concrete).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.651-652'),(199,'Iwashimizu:2000','Iwashimizu, T., Akashi Tomoki, Motoki Ryou','Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part 8: Influence of mixture on Drying Shrinkage of Concrete)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 653-654',2000,NULL,'Iwashimizu-199',199,'Iwashimizu, T.,Akashi Tomoki,Motoki Ryou \' Study on Influence of Aggregate Quality on Drying Shrinkage of Concrete (Part8 Influence of mixture on Drying Shrinkage of Concrete).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.653-654'),(200,'Liu:2000','Liu, Y., Ohno Yoshiteru, Nakagawa Takao, Hayashida Tsuyoshi, Ymasaki junji','Cracking Tendency of Recycled Coarse Aggregate Concrete due to Drying Shrinkage','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 655-656',2000,NULL,'Liu-200',200,'Liu, Y., Ohno Yoshiteru, Nakagawa Takao,Hayashida Tsuyoshi,Ymasaki junji \' Cracking Tendency of Recycled Coarse Aggregate Concrete due to Drying Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.655-656'),(201,'Hasumi:2000','Hasumi, M., Tada Shinji, Baba Shinichi, Fukazawa Kyouzou','Experimental Study on Concrete of 45cm Slump flow with Segregation Controlling Admixture (Part 5: Testing method of durability)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 963-964',2000,NULL,'Hasumi-201',201,'Hasumi, M.,Tada Shinji,Baba Shinichi,Fukazawa Kyouzou \' Experimental Study on Concrete of 45cm Slump flow with Segregation Controlling Admixture (Part5 Testing method of durability).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.963-964'),(202,'Umezu:2000','Umezu, Y., Shimizu Akiyuki, Kuroha Kenji, Takada Makoto','Experimental study on strength development of high fluidity fly ash concrete in structures Part 2: Tests in hot and temperate weathers','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 971-972',2000,NULL,'Umezu-202',202,'Umezu, Y.,Shimizu Akiyuki,Kuroha Kenji,Takada Makoto \' Experimental study on strength development of high fluidity fly ash concrete in structures Part 2 Tests in hot and temperate weathers.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.971-972'),(203,'Kojima:2000b','Kojima, M.,Kmiyama Yukio, Kukino Yoshinori, Yamamoto Yuichi, Ishikura Takeshi, Sukekiyo Mitsuaki','Development of production Technique on High Quality Recyclable Aggregates [IV] (Part 2: Properties of Recycled Concrete using High-Quality Recycled aggregate by Mechanical Grinding Method)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1061-1062',2000,NULL,'Kojima-203',203,'Kojima, M.,Kmiyama Yukio,Kukino Yoshinori,Yamamoto Yuichi,Ishikura Takeshi,Sukekiyo Mitsuaki \' Development of production Technique on High Quality Recyclable Aggregates [IV] (Part2 Properties of Recycled Concrete using High-Quality Recycled aggregate by Mechanical Grinding Method).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1061-1062'),(204,'Nakato:2000','Nakato, T., Ishikura Takeshi, Sukekiyo Mitsuaki, Tateyashiki Hisashi, Shima Hirokazu','Development of production Technique on High Quality Recyclable Aggregates [IV] (Part 3: Basic Properties of Concrete with Recycled Aggregate Produced by Whole Heating and Grinding Method)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1063-1064',2000,NULL,'Nakato-204',204,'Nakato, T.,Ishikura Takeshi,Sukekiyo Mitsuaki,Tateyashiki Hisashi,Shima Hirokazu \' Development of production Technique on High Quality Recyclable Aggregates [IV] (Part3 Basic Properties of Concrete with Recycled Aggregate Produced by Whole Heating and Grinding Method).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1063-1064'),(205,'Kamiyaya:2000','Kamiyaya, Y., Kukino Yoshinori, Yamamoto Yuichi, Kojima Masaro, Ishikura Takeshi, Sukekiyo Mitsuaki','Development of production Technique on High Quality Recyclable Aggregates [IV] (Part 4: Long term performance Test of Mock-up specimens made of Recycled Concrete which contains High-Quality Recycled Aggregate)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1065-1066',2000,NULL,'Kamiyaya-205',205,'Kamiyaya, Y,,Kukino Yoshinori,Yamamoto Yuichi,Kojima Masaro,Ishikura Takeshi,Sukekiyo Mitsuaki \' Development of production Technique on High Quality Recyclable Aggregates [IV] (Part4 Long term performance Test of Mock-up specimens made of Recycled Concrete which contains High-Quality Recycled Aggregate).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1065-1066'),(206,'Ogawa:2000','Ogawa, H., Kasami Hideo, Ihikura Takeshi, Sukekiyo Mitsuaki','Development of production Technique on High Quality Recyclable Aggregates [IV] (Part 6: Utilization of the by-product recycled concrete powder as mineral additive for concrete)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1069-1070',2000,NULL,'Ogawa-206',206,'Ogawa, H.,Kasami Hideo,Ihikura Takeshi,Sukekiyo Mitsuaki \' Development of production Technique on High Quality Recyclable Aggregates [IV] (Part6 Utilization of the by-product recycled concrete powder as mineral additive for concrete).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1069-1070'),(207,'Arashima:2000','Arashima, T., Hoshino Minoru, Kasami Hideo, Tateyashiki Hisashi','Properties of High Fludity Concrete Containing Recycled Concrete Powder, Part 2: Fluidising Effect of High Rang Water Reducing Agent & Properties of high Fluidity Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1077-1078',2000,NULL,'Arashima-207',207,'Arashima, T.,Hoshino Minoru,Kasami Hideo,Tateyashiki Hisashi \' Properties of High Fludity Concrete Containing Recycled Concrete Powder, Part 2 (2) Fluidising Effect of High Rang Water Reducing Agent & Properties of high Fluidity Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1077-1078'),(208,'Aoyagi:2000','Aoyagi, T., Kikuchi Masafumi, Narikawa Masafumi, Oshima Yutaka, Uchikawa Yuichiro, Dosho Yasuhiro, Miura Takehiro','Applicability of Recycled Aggregate Concrete for structural Concrete Part 11: Influence of neutralization of recycled aggregate on young\'s modulus and durability of recycled aggregate concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp. 1047-1048',2000,NULL,'Aoyagi-208',208,'Aoyagi, T.,Kikuchi Masafumi,Narikawa Masafumi,Oshima Yutaka,Uchikawa Yuichiro,Dosho Yasuhiro,Miura Takehiro \' Applicability of Recycled Aggregate Concrete for structural Concrete Part11 Influence of neutralization of recycled aggregate on young\'s modulus and durability of recycled aggregate concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,2000,  pp.1047-1048'),(209,'Ishikawa:1999','Ishikawa,  Y., Yasuda Masayuki, Urakawa Kazuya, Yamada Masahiro, Kamada Hiroyasu, Kuroda Yasuhiro, Makino Chikao','Study on Concrete of High Strength Artiticial Aggregate (Part 3: Characteristics of Hardened Concrete)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 5-6',1999,NULL,'Ishikawa-209',209,'Ishikawa,  Y.,Yasuda Masayuki,Urakawa Kazuya,Yamada Masahiro,Kamada Hiroyasu,Kuroda Yasuhiro,Makino Chikao \' Study on Concrete of High Strength Artiticial Aggregate (Part3 Characteristics of Hardened Concrete).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.5-6'),(210,'Nakagawa:1999','Nakagawa, T., Ohno Yoshiteru, Hayashida Tsuyoshi, Yamasaki Junji','Cracking Tendency of Recycled Aggregate Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 157-158',1999,NULL,'Nakagawa-210',210,'Nakagawa, T.,Ohno Yoshiteru,Hayashida Tsuyoshi,Yamasaki Junji \' Cracking Tendency of Recycled Aggregate Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.157-158'),(211,'Nishio:1999','Nishio, A., Tamura Hirosi, Imamoto Keiichi, Oohasi Junichi','Quality Improvement of Recycled Aggregate Concrete by Reduced-Pressure Production Method (Part 2: Durability of Concrete)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 167-168',1999,NULL,'Nishio-211',211,'Nishio, A.,Tamura Hirosi,Imamoto Keiichi,Oohasi Junichi \' Quality Improvement of Recycled Aggregate Concrete by Reduced-Pressure Production Method (Part2 Durability of Concrete).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.167-168'),(212,'Mohd:1999','Mohd, W., Hussin, Toshiro Ishida','A Study on Basic Properties of Hardened Concrete Containing Palm Oil Fuel Ash as Partial Cement Replacement Material','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 179-180',1999,NULL,'Mohd-212',212,'Mohd, W., Hussin,Toshiro Ishida \' A Study on Basic Properties of Hardened Concrete Containing Palm Oil Fuel Ash as Partial Cement Replacement Material.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.179-180'),(213,'Yokomuro:1999','Yokomuro, T., Yoda Akihiko','Study on utilization of ground granulated blast-furnace slag as additives for concrete (Part 23: Properties of Concrete Using Ground Granulated Blast-Furnace Slag of Different Specific Surface Areas at the Same Replacement and Water-Binder Ratio)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 317-318',1999,NULL,'Yokomuro-213',213,'Yokomuro,  T. ,Yoda Akihiko \' Study on utilization of ground granulated blast-furnace slag as additives for concrete (Part23 Properties of Concrete Using Ground Granulated Blast-Furnace Slag of Different Specific Surface Areas at the Same Replacement and Water-Binder Ratio).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.317-318'),(214,'Shimizu:1999','Shimizu, A.','The study of property of NC and LC using Fly ash instead of the aggregate Part 3: The long-term property 1','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 469-470',1999,NULL,'Shimizu-214',214,'Shimizu, A. \' The study of property of NC and LC using Fly ash instead of the aggregate Part3 The long-term property 1.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.469-470'),(215,'Horibe:1999','Horibe, G., Ikenaga Hirotake, Ishigami Shinobu','Study on Drying Shrinkage of Concrete with Admixtures','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 747-748',1999,NULL,'Horibe-215',215,'Horibe, G.,Ikenaga hirotake,Ishigami shinobu \' Study on Drying Shrinkage of Concrete with Admiztures.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.747-748'),(216,'Ikenaga:1999','Ikenaga, H., Horibe Gen, Ishigami Shinobu','Study on Drying Shrinkage of Concrete with Slag Aggregate','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 749-750',1999,NULL,'Ikenaga-216',216,'Ikenaga, H.,Horibe gen,Ishigami shinobu \' Study on Drying Shrinkage of Concrete with Slag Aggregate.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.749-750'),(217,'Nara:1999','Nara, Y., Kakizaki Masayoshi, Saito Takeshi, Kawanobe Masanori, Sudo Emi','The Study About The Drying Shrinkage and The Carbonation of the light-weight high concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp. 751-752',1999,NULL,'Nara-217',217,'Nara, Y.,Kakizaki Masayoshi,Saito Takeshi,Kawanobe Masanori,SUDO Emi \' The Study About The Drying Shrinkage and The Carbonation of the light-weight high concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1999,  pp.751-752'),(218,'Ikenaga:1998','Ikenaga, H., Horibe Gen, Ishigami Shinobu','Study on Drying Shrinkage of Concrete using Fly-Ash','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp. 639-640',1998,NULL,'Ikenaga-218',218,'Ikenaga, H.,Horibe gen,Ishigami shinobu \' Study on Drying Shrinkage of Concrete using Fly-Ash..\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp.639-640'),(219,'Fukuhara:1998','Fukuhara, Y., Kiriki Junko','Quality of Recycled Aggregate Through Processing','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp. 691-692',1998,NULL,'Fukuhara-219',219,'Fukuhara, Y.,Kiriki junko \' Quality of Recycled Aggregate Through Processing..\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp.691-692'),(220,'Tomohiro:1998','Tomohiro, M., Masafumi Kikuchi, Yasuhiro Dosho, Junji Akiba, Takehiro Miura, Takehiro Oba','Applicability of recycled aggregate concrete for structural Concrete','Part4 Drying Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp. 735-736',1998,NULL,'Tomohiro-220',220,'Tomohiro, M.,Masafumi Kikuchi,Yasuhiro Dosho,Junji Akiba,Takehiro Miura,Takehiro Oba \' Applicability of recycled aggregate concrete for structural Concrete. Part4 Drying Shrinkage.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp.735-736'),(221,'Maki:1998','Maki, T., Shimoyama Yoshihide, Egawa Hiroyuki','Research on Crack of Reinforced Concrete Structures by Using Shrinkage Reducing Agent','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp. 1085-1086',1998,NULL,'Maki-221',221,'Maki, T.,Shimoyama Yoshihide,Egawa Hiroyuki \' Research on Crack of Reinforced Concrete Structures by Using Shrinkage Reducing Agent.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1998,  pp.1085-1086'),(222,'Fukagawa:1997','Fukagawa, M., Nakamura Shigeharu, Masuda Yoshihiro, Teshima Norio, Ohkubo Toshihiko, Konishi Toshimasa, Abe Michihiko','Experimental Study on High-Strength Concrete Using Classified Fly-Ash','Part1 Mechanical Properties and Durability.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp. 59-60',1997,NULL,'Fukagawa-222',222,'Fukagawa,  M.,Nakamura Shigeharu,Masuda Yoshihiro,Teshima Norio,Ohkubo Toshihiko,Konishi Toshimasa, Abe Michihiko \' Experimental Study on High-Strength Concrete Using Classified Fly-Ash. Part1 Mechanical Properties and Durability.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.59-60'),(223,'Horibe:1997','Horibe, G., Ikenaga Hirotake, Ishigami Shinobu','Study on Shrinkage of High Fluidity Concrete with Blast-Furnace Slag','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 89-90',1997,NULL,'Horibe-223',223,'Horibe, G., Ikenaga hirotake,Ishigami shinobu \' Study on Shrinkage of High Fluidity Concrete with Blast-Furnace Slag.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.89-90'),(224,'Yamamoto:1997','Yamamoto, S., Ohno Yoshiteru, Nakagawa Takao, Suzuki Kazuo','Influence of Curing Water Content and Reinforcements on Shrinkage Cracking of Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 107-108',1997,NULL,'Yamamoto-224',224,'Yamamoto, S.,Ohno Yoshiteru, Nakagawa Takao,Suzuki Kazuo \' Influence of Curing Water Content and Reinforcements on Shrinkage Cracking of Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.107-108'),(225,'Kamiya:1997','Kamiya, M., Kakegawa Shunichi, Kondo Daisuke, Kawase Kiyotaka','Study on Mixing Proportion of High-Fluidity Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 207-208',1997,NULL,'Kamiya-225',225,'Kamiya, M.,Kakegawa Shunichi,Kondo Daisuke,Kawase Kiyotaka \' Study on Mixing Proportion of High-Fluidity Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.207-208'),(226,'Ohta:1997','Ohta, K., Masuda Yoshihiro, Yasuda Masayuki, Aragane Naoki','Experimental Study on Semi High-Flow Concrete, Part2 Properties of Concrete after Semi High-Superplasticizing','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 221-222',1997,NULL,'Ohta-226',226,'Ohta, K.,Masuda yoshihiro,Yasuda masayuki,Aragane naoki \' Experimental Study on Semi High-Flow Concrete, Part2 Properties of Concrete after Semi High-Superplasticizing\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.221-222'),(227,'Murao:1997','Murao,  M.','A Study on Reducing Shrinkage of Highly-flowable Concrete, Part 4: Properties of Crack-resistant Highly-flowable Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp. 241-242',1997,NULL,'Murao-227',227,'Murao,  M. \' A Study on Reducing Shrinkage of Highly-flowable Concrete, Part4 Properties of Crack-resistant Highly-flowable Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.241-242'),(228,'Kasami:1997','Kasami, H., Tobori Norio, Nagata Yasue, Hosoda Takaaki, Nyuta Masafumi','Properties of Superplasticized Concrete Containing Recycled Aggregate - Part 2: Property of Superplasticized Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 249-250',1997,NULL,'Kasami-228',228,'Kasami, H.,Tobori Norio,Nagata Yasue,Hosoda Takaaki,Nyuta Masafumi \' Properties of Superplasticized Concrete Containing Recycled Aggregate - Part2 Property of Superplasticized Concrete\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.249-250'),(229,'Itatani:1997','Itatani, T., Shinozaki Tohru, Yasoshima Harunori, Umemoto Munehiro, Ohno Umeo, Hiraga Tomoaki','Application of High-strength Concrete Using Low-heat Portland Cement To Practical Building (Part 1: Trial Mixing Tests)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp. 303-304',1997,NULL,'Itatani-229',229,'Itatani, T.,Shinozaki Tohru,Yasoshima Harunori,Umemoto Munehiro,Ohno Umeo,Hiraga Tomoaki \' Application of High-strength Concrete Using Low-heat Portland Cement To Practical Building (Part1 Trial Mixing Tests).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp.303-304'),(230,'Aoyama:1997','Aoyama,  H., Mori Hiroshi, Tomitani Junichi, Ishiguro Kazuhiro, Hoshino Minoru, Kanai Kenichi','Experimental study on placing of High-fluidity Concrete into Wall with Obstructions (Part 1: Mix proportion and properties)','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp. 741-742',1997,NULL,'Aoyama-230',230,'Aoyama,  H.,Mori Hiroshi,Tomitani Junichi,Ishiguro Kazuhiro,Hoshino Minoru,Kanai Kenichi \' Experimental study on placing of High-fluidity Concrete into Wall with Obstructions (Part1 Mix proportion and properties).\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp.741-742'),(231,'Hosono:1997','Hosono, T., Kasai Yoshio, Kaga Syuuji, Abe Michihiko, Yanagi Kei, Fukube Satoshi','Behaviors of Recycled Aggregate Concrete with Concrete Sludge Cake','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp. 1067-1068',1997,NULL,'Hosono-231',231,'Hosono, T.,Kasai Yoshio,Kaga Syuuji,Abe Michihiko,Yanagi Kei,Fukube Satoshi \' Behaviors of Recycled Aggregate Concrete with Concrete Sludge Cake.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997, pp.1067-1068'),(232,'Sakiyama:1997','Sakiyama, K., Kasai Yoshio, Kaga Syuuji, Fukube Satoshi, Ynagi Kei','Influence of Storage Condition on Length Change of Recycled Aggregate Concrete','MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp. 1069-1070',1997,NULL,'Sakiyama-232',232,'Sakiyama, K.,Kasai Yoshio,Kaga Syuuji,Fukube Satoshi,Ynagi Kei \' Influence of Storage Condition on Length Change of Recycled Aggregate Concrete.\'  MATERIALS AND CONSTRUCTION,SUMMARIES OF TECHNICAL OF ANNUAL MEETING ARCHITECTURAL INSTITUTE OF JAPAN,1997,   pp.1069-1070'),(233,'Sugawara:1958','Sugawara, M.','On-site Measurement of Creep of Prestressed Concrete Girder','Journal of the Japan Society of Civil Engineers, Vol.43, No.8 , 1958 pp. 19-28',1958,NULL,'Sugawara-233',233,'Sugawara, M. \' On-site Measurement of Creep of Prestressed Concrete Girder.\'Journal of the Japan Society of Civil Engineers, Vol.43, No.8 , 1958  pp.19-28'),(234,'JSCE:1961','JSCE, Subcommittee for Revision of PC Design and Construction Guideline','Measurement of Creep and Drying Shrinkage of Concrete of PC Bridges','Journal of Prestressed Concrete, Japan, Vol.3, No.1 , 1961 pp. 42-50',1961,NULL,'JSCE-234',234,'JSCE, Subcommittee for Revision of PC Design and Construction Guideline \' Measurement of Creep and Drying Shrinkage of Concrete of PC Bridges.\'Journal of Prestressed Concrete, Japan, Vol.3, No.1 , 1961  pp.42-50'),(235,'Yokota:1962','Yokota, M. and Kodera, J.','Measurement of Creep and Drying Shrinkage of Prestressed Concrete Girder','Cement and Concrete, No.183 , 1962  pp. 2-9',1962,NULL,'Yokota-235',235,'Yokota, M. and Kodera, J. \' Measurement of Creep and Drying Shrinkage of Prestressed Concrete Girder.\'Cement and Concrete, No.183 , 1962  pp.2-9'),(236,'Takebe:1963','Takebe, T. and Takase, T.','Creep and Drying Shrinkage of PC Girder by Carlson Strain Gage','Journal of Prestressed Concrete, Vol.5, No.6 , 1963  pp. 18-22',1963,NULL,'Takebe-236',236,'Takebe, T. and Takase, T. \' Creep and Drying Shrinkage of PC Girder by Carlson Strain Gage.\'Journal of Prestressed Concrete, Vol.5, No.6 , 1963  pp.18-22'),(237,'Kodera:1964','Kodera, J., Yamamoto, T. and Miyaguchi, T.','Long-Term Strain Measurement of Yokogurosen PC Bridge Girder','Journal of Prestressed Concrete, Japan, Vol.6, No.2 , 1964  pp. 32-38',1964,NULL,'Kodera-237',237,'Kodera, J., Yamamoto, T. and Miyaguchi, T. \' Long-Term Strain Measurement of Yokogurosen PC Bridge Girder.\'Journal of Prestressed Concrete, Japan, Vol.6, No.2 , 1964  pp.32-38'),(238,'Kurihara:1969','Kurihara, T. and Yahiro, Y.','On the Mearurement of Creep and Drying Shrinkage of Amakusa PC Bridge (Intermediate Report)','Journal of Prestressed Concrete, Japan, Vol.11, No.1 , 1969  pp. 1-4',1969,NULL,'Kurihara-238',238,'Kurihara, T. and Yahiro, Y. \' On the Mearurement of Creep and Drying Shrinkage of Amakusa PC Bridge (Intermediate Report).\'Journal of Prestressed Concrete, Japan, Vol.11, No.1 , 1969  pp.1-4'),(239,'Kokubu:1970','Kokubu, M., Goto, Y., Ozaka, Y., Okamura, H. and Momoshima, S.','Measurements of Creep and Shrinkage in Actual Prestressed Concrete Bridges','IABSE Symposium, Preliminary Publication , 1970  pp. 19-26',1970,NULL,'Kokubu-239',239,'Kokubu, M., Goto, Y., Ozaka, Y., Okamura, H. and Momoshima, S. \' Measurements of Creep and Shrinkage in Actual Prestressed Concrete Bridges.\'IABSE Symposium, Preliminary Publication , 1970  pp.19-26'),(240,'Kubotsu:1972','Kubotsu, Y., Mochizuki, S. and Tanaka, K.','On the Construction of Tedorigawa Bridge','Journal of Prestressed Concrete, Japan, Vol.14, No.1 , 1972  pp. 38-45',1972,NULL,'Kubotsu-240',240,'Kubotsu, Y., Mochizuki, S. and Tanaka, K. \' On the Construction of Tedorigawa Bridge.\'Journal of Prestressed Concrete, Japan, Vol.14, No.1 , 1972  pp.38-45'),(241,'Kobayashi:1978','Kobayashi, S. and Okada, T.','Field Measurement of Creep and Shrinkage of Concrete in PC structures','Proceedings of the 18th Convention of the Japan PC Engineering Association , 1978  pp. 15-16',1978,NULL,'Kobayashi-241',241,'Kobayashi, S. and Okada, T. \' Field Measurement of Creep and Shrinkage of Concrete in PC structures.\'Proceedings of the 18th Convention of the Japan PC Engineering Association , 1978  pp.15-16'),(242,'Mimura:1979','Mimura, C., Takeda, T., Koseki, K., Masamura, Y. and Tokuyama, S.','Observation and Consideration on Stress Behavior and Vibration Characteristics of Prestressed Concrete Cable Stayed Bridge – In Case of Matsugayama Bridge at Miho Dam –','Annual Report of the Research Institute of the Kajima Construction, Vol.27 , 1979  pp. 19-26',1979,NULL,'Mimura-242',242,'Mimura, C., Takeda, T., Koseki, K., Masamura, Y. and Tokuyama, S. \' Observation and Consideration on Stress Behavior and Vibration Characteristics of Prestressed Concrete Cable Stayed Bridge – In Case of Matsugayama Bridge at Miho Dam –.\'Annual Report of the Research Institute of the Kajima Construction, Vol.27 , 1979  pp.19-26'),(243,'Mimura:1980','Mimura, C., Takeda, T., Masamura, Y., Tokuyama, S. and Hishiki, T.','Observation and Consideration on Stress Behavior and Vibration Characteristics of Prestressed Concrete Cable Stayed Bridge – In Case of Omoto River Bridge at Kuji Line –','Annual Report of the Research Institute of the Kajima Construction, Vol.28 , 1980  pp. 37-44',1980,NULL,'Mimura-243',243,'Mimura, C., Takeda, T., Masamura, Y., Tokuyama, S. and Hishiki, T. \' Observation and Consideration on Stress Behavior and Vibration Characteristics of Prestressed Concrete Cable Stayed Bridge – In Case of Omoto River Bridge at Kuji Line –.\'Annual Report of the Research Institute of the Kajima Construction, Vol.28 , 1980  pp.37-44'),(244,'Tokuno:1981a','Tokuno, T., Matsui, K. and Konishi, I.','Design and Construction Report of Sukawa Bridge (PC Extrusion Method)','Kawada Engineering Report, Vol.2 , 1981  pp. 148-168',1981,NULL,'Tokuno-244',244,'Tokuno, T., Matsui, K. and Konishi, I. \' Design and Construction Report of Sukawa Bridge (PC Extrusion Method).\'Kawada Engineering Report, Vol.2 , 1981  pp.148-168'),(245,'Tokuno:1981b','Tokuno, T., Matsui, K., Konishi, I. and Echigo, S.','Investigation Report on Construction of Sukawa Bridge','Kawada Engineering Report, Vol.2 , 1981  pp. 198-211',1981,NULL,'Tokuno-245',245,'Tokuno, T., Matsui, K., Konishi, I. and Echigo, S. \' Investigation Report on Construction of Sukawa Bridge.\'Kawada Engineering Report, Vol.2 , 1981  pp.198-211'),(246,'Kiso:1983','Kiso, S. and Fujita, M.','Measurement of Stress of the Usagawa Bridge During Construction','Bridge and Foundation Engineer , 1983  pp. 30-35',1983,NULL,'Kiso-246',246,'Kiso, S. and Fujita, M. \' Measurement of Stress of the Usagawa Bridge During Construction.\'Bridge and Foundation Engineer , 1983  pp.30-35'),(247,'Yachida:1984','Yachida, M., Ishibashi, T., Kanamori, M. and Yoshino, S.','Measurement of Prestressed Reinforced Concrete Bridges','Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.26, No.6, 1984  pp. 46-57',1984,NULL,'Yachida-247',247,'Yachida, M., Ishibashi, T., Kanamori, M. and Yoshino, S. \' Measurement of Prestressed Reinforced Concrete Bridges.\'Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.26, No.6 , 1984  pp.46-57'),(248,'Maeno:1984','Maeno, H., Aokage, H. and Ito, Y.','Thermal Stress during Hardening of Concrete in Reinforced Concrete Box Culvert with Large Dimensions','Proc. of JCI 2nd Colloquium on the Mechanism of Thermal Stress Generation in Massive Concrete Structures , 1984  pp. 15-20',1984,NULL,'Maeno-248',248,'Maeno, H., Aokage, H. and Ito, Y. \' Thermal Stress during Hardening of Concrete in Reinforced Concrete Box Culvert with Large Dimensions.\'Proc. of JCI 2nd Colloquium on the Mechanism of Thermal Stress Generation in Massive Concrete Structures , 1984  pp.15-20'),(249,'Natsume:1985','Natsume, T., Tokuyama, S. and Hishiki, Y.','Development of a New Type Concrete Stress Meter and Its Application to Long-Term Creep Observation of Prestressed Concrete Cable-Stayed Bridges','Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.27, No.1, 1985 pp. 56-67',1985,NULL,'Natsume-249',249,'Natsume, T., Tokuyama, S. and Hishiki, Y. \' Development of a New Type Concrete Stress Meter and Its Application to Long-Term Creep Observation of Prestressed Concrete Cable-Stayed Bridges.\'Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.27, No.1, , 1985  pp.56-67'),(250,'Urano:1985','Urano, T., Ishibashi, T. and Kanemori, S.','Measurement of PRC Girder Bridges','Proceedings of the 25th Convention of the Japan PC Engineering Association , 1985  pp. 11-12',1985,NULL,'Urano-250',250,'Urano, T., Ishibashi, T. and Kanemori, S. \' Measurement of PRC Girder Bridges.\'Proceedings of the 25th Convention of the Japan PC Engineering Association , 1985  pp.11-12'),(251,'Sato:1985','Sato, K., Matsuura, M., Satani, Y. and Hayashi, T.','Study on Thermal Stress of Massive Concrete','Proc. of JCI 7th Conference, 1985  pp. 21-24',1985,NULL,'Sato-251',251,'Sato, K., Matsuura, M., Satani, Y. and Hayashi, T. \' Study on Thermal Stress of Massive Concrete.\'Proc. of JCI 7th Conference , 1985  pp.21-24'),(252,'Hirooka:1985','Hirooka, M. and Hata, Y.','The Measurement of Time-Dependent Static Behaviour of Tsukiyono Oohashi','Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.27, No.1, , 1985  pp. 39-47',1985,NULL,'Hirooka-252',252,'Hirooka, M. and Hata, Y. \' The Measurement of Time-Dependent Static Behaviour of Tsukiyono Oohashi.\'Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.27, No.1, , 1985  pp.39-47'),(253,'Yamaguchi:1986','Yamaguchi, A., Miura, M. and Jikan, S.','Measurement and Analysis on Crack of Primary Cofferdam Concrete of Misogawa Dam','Engineering Report of Dam, Vol.4-3 , 1986  pp. 22-30',1986,NULL,'Yamaguchi-253',253,'Yamaguchi, A., Miura, M. and Jikan, S. \' Measurement and Analysis on Crack of Primary Cofferdam Concrete of Misogawa Dam.\'Engineering Report of Dam, Vol.4-3 , 1986  pp.22-30'),(254,'Hara:1988','Hara, T., Kotsubo, H., Yamaguchi, A. and Jikan, S.','Site Test of Upstream Cofferdam concrete of Nunome Dam and Its Analysis','Engineering Report of Dam, Vol.6-1 , 1988  pp. 63-74',1988,NULL,'Hara-254',254,'Hara, T., Kotsubo, H., Yamaguchi, A. and Jikan, S. \' Site Test of Upstream Cofferdam concrete of Nunome Dam and Its Analysis.\'Engineering Report of Dam, Vol.6-1 , 1988  pp.63-74'),(255,'Inoue:1988','Inoue, H., Naito, H., Kobori, K. and Andoh, M.','Thermal Stress and Properties of Concrete under Hardening in Box Culvert','Proc. of the Japan Concrete Institute, Vol.10, No.2, 1988  pp. 187-192',1988,NULL,'Inoue-255',255,'Inoue, H., Naito, H., Kobori, K. and Andoh, M. \' Thermal Stress and Properties of Concrete under Hardening in Box Culvert.\'Proc. of the Japan Concrete Institute, Vol.10, No.2 , 1988  pp.187-192'),(256,'Shindou:1990','Shindou, T., Matsuoka, Y., Naitou, T. and Yokota, K.','Study on Durability of the Concrete Member Using PIC-Form Subjected to the Environment','Proc. of the Japan Concrete Institute, Vol.12, No.1, 1990 pp. 645-650',1990,NULL,'Shindou-256',256,'Shindou, T., Matsuoka, Y., Naitou, T. and Yokota, K. \' Study on Durability of the Concrete Member Using PIC-Form Subjected to the Environment.\'Proc. of the Japan Concrete Institute, Vol.12, No.1 , 1990  pp.645-650'),(257,'Bito:1990','Bito, K., Noda, Y., Ishihara, H. and Manzanka, T.','Design and Construction of OGAMI Bridge','Kawada Engineering Report, Vol.9 , 1990  pp.70-77',1990,NULL,'Bito-257',257,'Bito, K., Noda, Y., Ishihara, H. and Manzanka, T. \' Design and Construction of OGAMI Bridge.\'Kawada Engineering Report, Vol.9 , 1990  pp.70-77'),(258,'Kubo:1991','Kubo, A., Nakai, S. and Kato, T.','Deformation Measurement of PC Hollow Beam','Proc. of the 2nd Symposium on Developments in Prestressed Concrete , 1991  pp. 231-234',1991,NULL,'Kubo-258',258,'Kubo, A., Nakai, S. and Kato, T. \' Deformation Measurement of PC Hollow Beam.\'Proc. of the 2nd Symposium on Developments in Prestressed Concrete , 1991  pp.231-234'),(259,'Fujiwara:1991','Fujiwara, T., Morita, Y. and Inohara, S.','Creep Effect on the Ikuchi Bridge (Cable Stayed Bridge with Composite Structure)','Proc. of the 2nd Symposium on Developments in Prestressed Concrete , 1991  pp. 81-84',1991,NULL,'Fujiwara-259',259,'Fujiwara, T., Morita, Y. and Inohara, S. \' Creep Effect on the Ikuchi Bridge (Cable Stayed Bridge with Composite Structure).\'Proc. of the 2nd Symposium on Developments in Prestressed Concrete , 1991  pp.81-84'),(260,'Yonekura:1991','Yonekura, H., Mori, R., Takeuchi, H. and Kashima, S.','A Research on Concrete Creep for 3-span Continuous Prestressed Concrete Bridge','Proc. of the 2nd Symposium on Developments in Prestressed Concrete, 1991 pp. 35-40',1991,NULL,'Yonekura-260',260,'Yonekura, H., Mori, R., Takeuchi, H. and Kashima, S. \' A Research on Concrete Creep for 3-span Continuous Prestressed Concrete Bridge.\'Proc. of the 2nd Symposium on Developments in Prestressed Concrete , 1991  pp.35-40.'),(261,'Mori:1992','Mori, R., Yonekura, H., Takeuchi, H. and Kashima, S.','A Study on Concrete Creep for 3-Span Continuous Prestressed Concrete Bridge','Proc. of the Japan Concrete Institute, Vol.14, No.2, 1992  pp. 601-606',1992,NULL,'Mori-261',261,'Mori, R., Yonekura, H., Takeuchi, H. and Kashima, S. \' A Study on Concrete Creep for 3-Span Continuous Prestressed Concrete Bridge.\'Proc. of the Japan Concrete Institute, Vol.14, No.2 , 1992  pp.601-606'),(262,'Hata:1993','Hata, Y., Oonishi, N. and Watanabe, Y.','Creep Behavior of Prestressed Concrete Bridge over Ten Years','Proc. of FIP Symposium, 1993 pp. 305-310',1993,NULL,'Hata-262',262,'Hata, Y., Oonishi, N. and Watanabe, Y. \' Creep Behavior of Prestressed Concrete Bridge over Ten Years.\'Proc. of FIP Symposium , 1993  pp.305-310'),(263,'Kojima:1994','Kojima, T., Aoki, H., Asano, K., Nakamatsu, A.','A Study of the Sheathing with Cylindrical Diaphragm Wall','Proc. of the 49th Annual Academic Meeting of Japan Society of Civil Engineers, III-527, 1994  pp. 1044-1045',1994,NULL,'Kojima-263',263,'Kojima, T., Aoki, H., Asano, K., Nakamatsu, A. \' A Study of the Sheathing with Cylindrical Diaphragm Wall.\'Proc. of the 49th Annual Academic Meeting of Japan Society of Civil Engineers, III-527 , 1994  pp.1044-1045'),(264,'Tomita:1994b','Tomita, R.','An Experimental Research on the Mechanism and its Effect of the Organic Shrinkage Reduction Agent for Concrete','Thesis of Doctorate, 1994 pp. 126-151',1994,NULL,'Tomita-264',264,'Tomita, R. \' An Experimental Research on the Mechanism and its Effect of the Organic Shrinkage Reduction Agent for Concrete.\'Thesis of Doctorate , 1994  pp.126-151'),(265,'Ochiai:1995','Ochiai, M., Tezuka, M., Takahashi, S. and Sato, R.','Time-Dependent Behaviors of a Simply Supported Partially Prestressed Concrete Box Girder Bridge','Proc. of the Japan Concrete Institute, Vol.17, No.2 , 1995  pp. 703-708',1995,NULL,'Ochiai-265',265,'Ochiai, M., Tezuka, M., Takahashi, S. and Sato, R \' Time-Dependent Behaviors of a Simply Supported Partially Prestressed Concrete Box Girder Bridge.\'Proc. of the Japan Concrete Institute, Vol.17, No.2 , 1995  pp.703-708'),(266,'Ochiai:1996','Ochiai, M., Tezuka, M., Takahashi, S. and Sato, R.','Long-Term Deformations of a Partially Prestressed Concrete Bridge','Proc. of the 6th Symposium on Developments in Prestressed Concrete , 1996  pp. 97-102',1996,NULL,'Ochiai-266',266,'Ochiai, M., Tezuka, M., Takahashi, S. and Sato, R. \' Long-Term Deformations of a Partially Prestressed Concrete Bridge.\'Proc. of the 6th Symposium on Developments in Prestressed Concrete , 1996  pp.97-102'),(267,'Mochida:1996','Mochida, J., Yamada, Y., Tamura, T. and Shinozaki, H.','Design and Measurement of PRC-RC Continuous Bridge (Soja Viaduct)','Proc. of the 6th Symposium on Developments in Prestressed Concrete , 1996  pp. 13-18',1996,NULL,'Mochida-267',267,'Mochida, J., Yamada, Y., Tamura, T. and Shinozaki, H. \' Design and Measurement of PRC-RC Continuous Bridge (Soja Viaduct).\'Proc. of the 6th Symposium on Developments in Prestressed Concrete , 1996  pp.13-18'),(268,'Mizuta:1997','Mizuta, T., Aiba, T. and Muto, M.','Experiment for PC Continuous Composite Girder Bridge Jointed Together - Hirakawa Bridge Oita Expressway','Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.39, No.1 , 1997  pp. 71-78',1997,NULL,'Mizuta-268',268,'Mizuta, T., Aiba, T. and Muto, M. \' Experiment for PC Continuous Composite Girder Bridge Jointed Together - Hirakawa Bridge Oita Expressway.\'Journal of Prestressed Concrete, Japan (Japan Prestressed Concrete Engineering Association), Vol.39, No.1 , 1997  pp.71-78'),(269,'Minato:1997','Minato, Y., Yokoyama, H., Onodera, A. and Nishi, T.','An Application of the Aramid Flat-Rod to the Test Prestressed Concrete Bridge','Proc. of the 7th Symposium on Developments in Prestressed Concrete , 1997  pp. 543-548',1997,NULL,'Minato-269',269,'Minato, Y., Yokoyama, H., Onodera, A. and Nishi, T. \' An Application of the Aramid Flat-Rod to the Test Prestressed Concrete Bridge.\'Proc. of the 7th Symposium on Developments in Prestressed Concrete , 1997  pp.543-548'),(271,'Tomita:1998','Tomita, M., Sasaki, K., Suda, T. and Nishida, T.','Monitoring of KARATO-Shinkyo Bridge (Extradosed Prestressed Concrete Bridge)','Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp. 573-578',1998,NULL,'Tomita-271',271,'Tomita, M., Sasaki, K., Suda, T. and Nishida, T. \' Monitoring of KARATO-Shinkyo Bridge (Extradosed Prestressed Concrete Bridge).\'Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp.573-578'),(272,'Tsuyoshi:1998','Tsuyoshi, T., Kobayashi, M. and Umihara, T.','Measured Results on Prestressed Reinforced Concrete Girders','Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp. 235-240',1998,NULL,'Tsuyoshi-272',272,'Tsuyoshi, T., Kobayashi, M. and Umihara, T. \' Measured Results on Prestressed Reinforced Concrete Girders.\'Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp.235-240'),(273,'Osato:1998','Osato, T., Ohba, M., Sato, H. and Tsuyoshi, T.','Result of Investigation of Daiichi-Tamagawa Bridge','Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp. 125-130',1998,NULL,'Osato-273',273,'Osato, T., Ohba, M., Sato, H. and Tsuyoshi, T. \' Result of Investigation of Daiichi-Tamagawa Bridge.\'Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp.125-130'),(274,'Wakinaka:1998','Wakinaka, H., Yamamoto, N., Uehira, K. and Sonoda, K.','A Study on Creep Characteristics of PC Structure with Corrugated Steel Web','Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp. 37-42',1998,NULL,'Wakinaka-274',274,'Wakinaka, H., Yamamoto, N., Uehira, K. and Sonoda, K. \' A Study on Creep Characteristics of PC Structure with Corrugated Steel Web.\'Proc. of the 8th Symposium on Developments in Prestressed Concrete , 1998  pp.37-42'),(275,'Yukita:1999','Yukita, N., Satou, R., Wada, N. and Xu, M.','A Creep Analysis of Statically Indeterminate Structure Consisting of PRC Hollow Slab Girder and RC Pier','Proc. of the Japan Concrete Institute, Vol.21, No.3, 1999  pp. 913-918',1999,NULL,'Yukita-275',275,'Yukita, N., Satou, R., Wada, N. and Xu, M. \' A Creep Analysis of Statically Indeterminate Structure Consisting of PRC Hollow Slab Girder and RC Pier.\'Proc. of the Japan Concrete Institute, Vol.21, No.3 , 1999  pp.913-918'),(276,'Sakai:1997','Sakai, H., Fujiki, K., Yoshioka, K. and Ishii, H.','Post-sliding Method of seismic isolation bearings applied at AYABE No. 5 Bridge','Symposium No.7 of Japan Prestressed Concrete Engineering Association, 1997  pp. 353-356',1997,NULL,'Sakai-276',276,'Sakai,H., Fujiki,K., Yoshioka,K. and Ishii,H. \' Post-sliding Method of seismic isolation bearings applied at AYABE No.5 Bridge.\'Symposium No.7 of Japan Prestressed Concrete Engineering Association , 1997  pp.353-356'),(277,'Sano:1998','Sano, Y., Kawakami, M. and Osawa, K.','Long-term behaviors of prestressed concrete beam with steel truss web','Symposium No.8 of Japan Prestressed Concrete Engineering Association, 1998  pp. 431-434',1998,NULL,'Sano-277',277,'Sano,Y., Kawakami,M., Osawa,K. \' Long-term behaviors of prestressed concrete beam with steel truss web.\'Symposium No.8 of Japan Prestressed Concrete Engineering Association , 1998  pp.431-434'),(278,'Osawa:1999','Osawa, K., Kobayashi, Y., Sano, Y. and Arai, T.','Basic creep test of prestressed concrete girder with compressive steel plate','Symposium No.9 of Japan Prestressed Concrete Engineering Association, 1999  pp. 473-478',1999,NULL,'Osawa-278',278,'Osawa,K., Kobayashi,Y., Sano,Y., Arai,T. \' Basic creep test of prestressed concrete girder with compressive steel plate.\'Symposium No.9 of Japan Prestressed Concrete Engineering Association , 1999  pp.473-478'),(279,'Watanabe:2005','Watanabe, A., Norio Sato, Koichiro Fumoto, Masanari Kamiyama','Measurement of Behaviour of the Corrugated Steel Web Prestressed Concrete Bridge with Small Radius of Curvature','The 14th Symposium on Developments in Prestressed Concrete, 2005  pp. 495-498',2005,NULL,'Watanabe-279',279,'Watanabe, A. Norio Sato, Koichiro Fumoto, Masanari Kamiyama \' Measurement of Behaviour of the Corrugated Steel Web Prestressed Concrete Bridge with Small Radius of Curvature.\'The 14th Symposium on Developments in Prestressed Concrete , 2005  pp.495-498'),(280,'Yokoyama:1984','Yokoyama, H.','Study of Thermal Stress Considerd Creep of Concrete','Proceedings of JCI 2nd colloquium on mechanism of thermal stress generation in massive concrete structures, 1984  pp. 41-44',1984,NULL,'Yokoyama-280',280,'Yokoyama, H. \' Study of Thermal Stress Considerd Creep of Concrete.\'Proceedings of JCI 2nd colloquium on mechanism of thermal stress generation in massive concrete structures , 1984  pp.41-44'),(281,'Imao:1995','Imao, K., Hiroyuki Inoue, Hiroshi Nishio, Hiroaki Morimoto','Measurement of Displacement of PC Precast Segmental Girder Bridge by Using Laser Beam','Proceeding of JCI, Vol. 17, No.1 , 1995  pp. 719-724',1995,NULL,'Imao-281',281,'Imao, K. Hiroyuki Inoue,Hiroshi Nishio, Hiroaki Morimoto \' Measurement of Displacement of PC Precast Segmental Girder Bridge by Using Laser Beam.\'Proceeding of JCI, Vol. 17, No.1 , 1995  pp.719-724'),(282,'Ishida:2000','Ishida, Y., Mamoru Esaki, Yoshitaka Maeda, Kenji Sakamoto, Hiromichi Matsushita','Design and Construction of High-Durability PC Bridge Using Ground Granulated Blast Furnace Slag','Journal of Prestressed Concrete Japan, Vol. 42, No. 3 , 2000  pp. 45-51',2000,NULL,'Ishida-282',282,'Ishida, Y., Mamoru Esaki, Yoshitaka Maeda, Kenji Sakamoto, Hiromichi Matsushita \' Design and Construction of High-Durability PC Bridge Using Ground Granulated Blast Furnace Slag.\'Journal of Prestressed Concrete Japan, Vol. 42, No. 3 , 2000  pp.45-51'),(283,'Sanada:2004','Sanada, A., Maruta, M., Yamamoto, Y., Fukada Y.','Long Term Loading Test of Actual Pre-Tensioned Boyd Slab','Summaries of Technical Papers of 2004 Annual Meeting (Hokkaido) of Architectural Institute of Japan, fascicle C-2, pp. 167-168',2004,NULL,'Sanada-283',283,'Sanada, A., Maruta, M., Yamamoto, Y., Fukada Y. \' Long Term Loading Test of Actual Pre-Tensioned Boyd Slab.\'Summaries of Technical Papers of 2004 Annual Meeting (Hokkaido) of Architectural Institute of Japan, fascicle C-2, pp.167-168'),(284,'Imamoto:2005a','Imamoto, K. , Yamamoto, T., Oh-oka, T.','An Evaluation of Creep and Shrinkage Size Effects Based on About Five Years Measurements and A Proposal of Prediction Model for Concrete Creep','Journal of structural and construction engineering. Transactions of AIJ, 2005  pp. 9-16',2005,NULL,'Imamoto-284',284,'Imamoto, K. , Yamamoto, T., Oh-oka, T. \' An Evaluation of Creep and Shrinkage Size Effects Based on About Five Years Measurements and A Proposal of Prediction Model for Concrete Creep.\'Journal of structural and construction engineering. Transactions of AIJ , 2005  pp. 9-16'),(285,'Yamamoto:1983','Yamamoto, T.','Long-term Deflections of Reinforced Concrete Slabs Loaded at Various Ages','Proc. of Japan Concrete Institute 5th Conference, 1983  pp. 269-272',1983,NULL,'Yamamoto-285',285,'Yamamoto, T. \' Long-term Deflections of Reinforced Concrete Slabs Loaded at Various Ages.\'Proc. of Japan Concrete Institute 5th Conference , 1983  pp. 269-272'),(286,'Takahashi:1976','Takahashi, H., Tkeda, T., Koyanagi, M. and Ohike, T.','Deflection of Reinforced Concrete Slabs under Sustained Load –Simple supported slabs-','Concrete Journal, Vol.14, No.10, 1976  pp. 10-18',1976,NULL,'Takahashi-286',286,'Takahashi, H., Tkeda, T., Koyanagi, M. and Ohike, T. \' Deflection of Reinforced Concrete Slabs under Sustained Load –Simple supported slabs-.\'Concrete Journal,Vol.14, No.10 , 1976  pp. 10-18'),(287,'Iwahara:1985','Iwahara, T.','On Time-dependent Bending of RC Floor Slabs by the Difference among Effective Depths','Proc. of Japan Concrete Institute 7th Conference , 1985  pp. 637-640',1985,NULL,'Iwahara-287',287,'Iwahara, T. \' On Time-dependent Bending of RC Floor Slabs by the Difference among Effective Depths.\'Proc. of Japan Concrete Institute 7th Conference , 1985  pp. 637-640'),(289,'Akkaya:2007','Akkaya, Y., Ouyang, C., and Shah, S.P.','Effect of supplementary cementitious materials on shrinkage and crack development in concrete','Cement and Concrete Composites, V. 29, No. 2, Feb. 2007, pp. 117-123',2007,'10.1016/j.cemconcomp.2006.10.003','Akkaya-289',289,'Akkaya, Y., Ouyang, C., and Shah, S.P., \"Effect of supplementary cementitious materials on shrinkage and crack development in concrete,\" Cement and Concrete Composites, V. 29, No. 2, Feb. 2007, pg. 117-123.'),(290,'Al-Khaja:1994','Al-Khaja, W. A.','Strength and time-dependent deformations of silica fume concrete for use in Bahrain','Construction and Building Materials, 1994, V. 8, No. 3, pp. 169-172',1994,NULL,'Al-Khaja-290',290,'Al-Khaja, W.A. \"Strength and time-dependent deformations of silica fume concrete for use in Bahrain,\" Construction and Building Materials, 1994, V. 8, No. 3, pp. 169-172.'),(291,'Alexander:1980','Alexander, K.M., Bruere, G.M., and Ivanusec, I.','The Creep and Related Properties of Very High-Strength Superplasticized Concrete','Cement and Concrete Research, Vol. 10, (1980) pp. 131-137 ',1980,NULL,'Alexander-291',291,'Alexander, K.M., Bruere, G.M., and Ivanusec, I., \"The Creep and Related Properties of Very High-Strength Superplasticized Concrete, \" Cement and Concrete Research, Vol. 10, pp. 131-137, 1980. '),(292,'Alrifai:2008','Alrifai, A., Aggoun, S. and Cabrillac, R.','Influence of the formulation parameters on the autogeneous shrinkage of Self-Compacting Concrete','Concreep-8, (2008) p. 663',2008,NULL,'Alrifai-292',292,'Alrifai, A.; Aggoun, S. and Cabrillac, R. \"Influence of the formulation parameters on the autogeneous shrinkage of Self-Compacting Concrete.\" Concreep-8 pg. 663, 2008'),(293,'Assie:2005','Assie, S., Escadeillas, G. and Waller, V.','Delayed behavior of Self-Compacting Concrete','Concreep-7, (2005) p. 553',2005,NULL,'Assie-293',293,'Assie, S.; Escadeillas, G. and Waller, V. \"Delayed behavior of Self-Compacting Concrete.\" Concreep-7 pg. 553, 2005'),(294,'Barr:2003','Barr, B.I.G. and Lee, M.K.','Some Mechanical Properties of High Performance Concrete','Role of Concrete in Sustainable Development, 2003. pg. 277-287',2003,NULL,'Barr-294',294,'Barr, B.I.G. and Lee, M.K., \"Some Mechanical Properties of High Performance Concrete,\" Role of Concrete in Sustainable Development, 2003. pg. 277-287.'),(295,'Brooks:2001','Brooks, J.J.','Effect of metakaolin on creep and shrinkage of concrete','Cement and Concrete Composites 23, 2001, pp. 495-502',2001,'10.1016/S0958-9465(00)00095-0','Brooks-295',295,'Brooks, J.J., \"Effect of metakaolin on creep and shrinkage of concrete,\" Cement and Concrete Composites 23, 2001, pg. 495-502.'),(296,'Carette:1993','Carette, G., Bilodeau, A., Chevrier, R.L., and Malhotra, V.M.','Mechanical Properties of Concrete Incorporating High Volumes of Fly Ash from Sources in the US','ACI Materials Journal, No. 90, Nov-Dec 1993, pp. 535-544',1993,NULL,'Carette-296',296,'Carette, G., Bilodeau, A., Chevrier, R.L., and Malhotra, V.M., \"Mechanical Properties of Concrete Incorporating High Volumes of Fly Ash from Sources in the US,\" ACI Materials Journal, No. 90, Nov-Dec 1993, pg. 535-544.'),(297,'Collins:1989','Collins, T.M.','Proportioning High-Strength Concrete to Control Creep and Shrinkage','ACI Materials Journal, No. 86, Nov-Dec 1989, pp. 576-580',1989,NULL,'Collins-297',297,'Collins, T.M., \"Proportioning High-Strength Concrete to Control Creep and Shrinkage,\" ACI Materials Journal, No. 86, Nov-Dec 1989, pg. 576-580.'),(298,'Dudziak:2008','Dudziak, L.','Reducing cracking of High-Performance Concrete due to autogenous shrinkage by using internal curing','7th Int\'l PhD Symposium in Civil Engineering, Stuttgart, Sept. 2008, Part 16, Eds: Eligehausen, R. and Gehlen, C',2008,NULL,'Dudziak-298',298,'Dudziak, L. \"Reducing cracking of High-Performance Concrete due to autogenous shrinkage by using internal curing\". 7th Int\'l PhD Symposium in Civil Engineering, Stuttgart, Sept. 2008, Part 16, Eds: Eligehausen, R. and Gehlen, C.'),(299,'Eguchi:2005','Eguchi, K. and Teranishi, K.','Predictionn equation of Drying Shrinkage of concrete based on composite model','Cement and Concrete Research 35, 2005, pp. 483-493',2005,NULL,'Eguchi-299',299,'Eguchi, K. and Teranishi, K., \"Predictionn equation of Drying Shrinkage of concrete based on composite model,\" Cement and Concrete Research 35, 2005, pg. 483-493.'),(300,'Folliard:1997','Folliard, K.J. and Berke, N.S.','Properties of High-Performance concrete containing shrinkage-reducing admixture','Cement and Concrete Research, V. 27, No. 9, 1997, pp. 1357-1364',1997,NULL,'Folliard-300',300,'Folliard, K.J. and Berke, N.S., \"Properties of High-Performance concrete containing shrinkage-reducing admixture,\" Cement and Concrete Research, V. 27, No. 9, pp. 1357-1364. 1997.'),(301,'Garas:2009','Garas, V.Y., Kahn, L.F. and Kurtis, K.E.','Short-term tensile creep and shrinkage of ultra-high performance concrete','Cement and Concrete Composites 31, 2009, pp. 147-152',2009,'10.1016/j.cemconcomp.2009.01.002','Garas-301',301,'Garas, V.Y., Kahn, L.F., and Kurtis, K.E., \"Short-term tensile creep and shrinkage of ultra-high performance concrete,\" Cement and Concrete Composites 31, 2009, pg. 147-152.'),(302,'Giovambasttista:1993','Giovambasttista, A. and Zerbino, R.','Creep of Concrete after Ten Years of Loading','Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pp. 51-62',1993,NULL,'Giovambasttista-302',302,'Giovambasttista, A. and Zerbino, R., \"Creep of Concrete after Ten Years of Loading,\" Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pg. 51-62.'),(303,'Holt:2005','Holt, E.','Contribution of mixture design to chemical and autogeneous shrinkage of concrete at early ages','Cement and Concrete Research, 35, 2005, pp. 464-472',2005,NULL,'Holt-303',303,'Holt, E., \"Contribution of mixture design to chemical and autogeneous shrinkage of concrete at early ages,\" Cement and Concrete Research, 35, 2005, pg. 464-472.'),(304,'Hope:1971','Hope, B.B.a.M., D.G.','Creep of Concrete Influenced by Accelerators','J. Amer. Concr. Inst., 1971. 58: p. 361-365',1971,NULL,'Hope-304',304,'Hope, B.B.a.M., D.G., “Creep of Concrete Influenced by Accelerators”. J. Amer. Concr. Inst., 1971. 58: p. 361-365.'),(305,'Hwee:1990','Hwee, Y.S., and Rangan, B.V.','Studies on Commercial High-Strength Concretes','ACI Materials Journal, No. 87, Sept.-Oct. 1990, pp. 440-445',1990,NULL,'Hwee-305',305,'Hwee, Y.S., and Rangan, B.V., \"Studies on Commercial High-Strength Concretes,\" ACI Materials Journal, No. 87, Sept.-Oct. 1990, pg. 440-445.'),(306,'Ichinomiya:2005','Ichinomiya, et. al','Experimental Study on mechanical properties of ultra-high-strength concrete with low-autogenous-shrinkage','ACI SP-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pp. 1341-1352',2005,NULL,'Ichinomiya-306',306,'Ichinomiya, et. al, \"Experimental Study on mechanical properties of ultra-high-strength concrete with low-autogenous-shrinkage,\" ACI SP-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pg . 1341-1352.'),(307,'Imamoto:2005b','Imamoto, K., Ymamaoto,T. and Oh-Oka, T.','Effect of Size on Creep and Shrinkage of Concrete - Five Years Measurements','Concreep-7, (2005) pp. 567',2005,NULL,'Imamoto-307',307,'Imamoto, K.; Ymamaoto,T. and Oh-Oka,  T. \"Effect of Size on Creep and Shrinkage of Concrete - Five Years Measurements\" Concreep-7 pg. 567, 2005'),(308,'Jensen:1999','Jensen, O.M. and Hansen, P.F.','Influence of temperature on autogeneous deformation and relative humidity change in hardening cement paste','Cement and Concrete Research 29, 1999, pp. 567-575',1999,NULL,'Jensen-308',308,'Jensen, O.M., and Hansen, P.F., \"Influence of temperature on autogeneous deformation and relative humidity change in hardening cement paste,\" Cement and Concrete Research 29, 1999, pg. 567-575.'),(309,'Jianyong:2001','Jianyong, L, and Yan, Y.','A study on creep and drying shrinkage of high performance concrete','Cement and Concrete Research, 31, 2001, pp. 1203-1206',2001,NULL,'Jianyong-309',309,'Jianyong, L, and Yan, Y., \"A study on creep and drying shrinkage of high performance concrete,\" Cement and Concrete Research, 31, 2001, pg. 1203-1206.'),(310,'Larrard:1990','Larrard, F.','Creep and Shrinkage of High-Strength Field Concrete','ACI SP 121-28, High Strength Concrete, 2nd Int\'l Symp. Ed. Hester, W.T., Berkeley, California, 1990, pp. 409-432',1990,NULL,'Larrard-310',310,'Larrard, F., \"Creep and Shrinkage of High-Strength Field Concrete,\" ACI SP 121-28, High Strength Concrete, 2nd Int\'l Symp. Ed. Hester, W.T., Berkeley, California, 1990, pg. 409-432.'),(311,'Lee:2003','Lee, H.K., Lee, K.M. and Kim, B.G.','Autogeneous shrinkage of high-performance concrete containing fly ash','Magazine of Concrete Research, 2003, 55, No. 6, Dec. pp. 507-515',2003,NULL,'Lee-311',311,'Lee, H.K., Lee, K.M., and Kim, B.G., \"Autogeneous shrinkage of high-performance concrete containing fly ash,\" Magazine of Concrete Research, 2003, 55, No. 6, Dec. pg. 507-515.'),(312,'Lee:2006','Lee, Y., Yi, S.-T., Kim, M.-S. and Kim, J.-K.','Evaluation of a basic creep model with respect to autogeneous shrinkage','Cement and Concrete Research, 36, 2006, pp. 1268-1278',2006,NULL,'Lee-312',312,'Lee, Y.; Yi, S.-T., Kim, M.-S.; and Kim, J.-K., \"Evaluation of a basic creep model with respect to autogeneous shrinkage\" Cement and Concrete Research, 36, 2006, pg. 1268-1278.'),(313,'Levy:2010','Levy, K.R., Barnes, R.W., and Schindler, A.K.','Time-Dependent Deformations of Pretensioned, Self-Consolidating Concrete','3rd fib International Congress, 2010',2010,NULL,'Levy-313',313,'Levy, K.R., Barnes, R.W., and Schindler, A.K., \"Time-Dependent Deformations of Pretensioned, Self-Consolidating Concrete,\" 3rd fib International Congress, 2010. '),(314,'Lohtia:1977','Lohtia, R.P., Nautriyal, B.D. and Jain, O.P.','Creep of Fly Ash Concrete','J. Amer. Concr. Inst., 1977. 34(8): p. 469-726',1977,NULL,'Lohtia-314',314,'Lohtia, R.P., Nautriyal, B.D. and Jain, O.P., “Creep of Fly Ash Concrete”. J. Amer. Concr. Inst., 1977. 34(8): p. 469-726.'),(315,'Lowke:2005','Lowke, D. and Schiessl, P.','Effect of poweder contect and visosity agents on creep and shrinkage of self-compacting concrete','Concreep-8, (2005) pp. 655',2005,NULL,'Lowke-315',315,'Lowke, D. and Schiessl, P. \"Effect of poweder contect and visosity agents on creep and shrinkage of self-compacting concrete.\" Concreep-8 pg. 655, 2005'),(316,'Ma:2005','Ma, J., Orgass, M., Tue, N.V. and Dehn, F.','Creep of Ultra High Performance Concrete (UHPC)','Concreep-7, (2005) pp. 603',2005,NULL,'Ma-316',316,'Ma, J., Orgass, M., Tue, N.V., and Dehn, F., \"Creep of Ultra High Performance Concrete (UHPC),\" Concreep-7, pg. 603, 2005'),(317,'Maia:2008','Maia, L.M., Nunes,S. and Figueiras, J.A.','Influence of paste content on shrinkage and creep of SCC','Concreep-8, (2008) pp. 675',2008,NULL,'Maia-317',317,'Maia, L.M.; Nunes,S. and Figueiras, J.A. \"Influence of paste content on shrinkage and creep of SCC\" Concreep-8 pg. 675, 2008'),(318,'Marzouk:1992','Marzouk, H.M.','Effect of Low Temperature on the Creep Behavior of High Strength Concrete','ACI SP-135, Creep and Shrinkage of Concrete: Effect of Materials and Environment, Eds. Fu, C.C. and Daye, M.A., 1992',1992,NULL,'Marzouk-318',318,'Marzouk, H.M., \"Effect of Low Temperature on the Creep Behavior of High Strength Concrete,\" ACI SP-135, Creep and Shrinkage of Concrete: Effect of Materials and Environment, Eds. Fu, C.C. and Daye, M.A., 1992.'),(319,'Mazloom:2004','Mazloom, M.,  Ramezanianpour, A.A. and Brooks, J.J.','Effect of silica fume on mechanical properties of high-strenght concrete','Cement and Concrete Composites 26 (2004) 347-357',2004,NULL,'Mazloom-319',319,'Mazloom, M.;  Ramezanianpour, A.A.  and Brooks, J.J.  \"Effect of silica fume on mechanical properties of high-strenght concrete,\" Cement and Concrete Composites 26 (2004) 347-357.'),(320,'Mazzotti:2008','Mazzotti, C. and Ceccoli, C.','Creep and shrinkage of self compacting concrete: Experimental behavior and numerical model','Concreep-8, (2008) pp. 667',2008,NULL,'Mazzotti-320',320,'Mazzotti, C. and Ceccoli, C. \"Creep and shrinkage of self compacting concrete: Experimental behavior and numerical model.\" Concreep-8 pg. 667, 2008'),(321,'Mazzotti:2005','Mazzotti, C., Savoia, M.  and Ceccoli, C.','A comparison between long term properties of self compacting concretes and normal vibrated concretes with same strength','Concreep-7, (2005) pp. 523',2005,NULL,'Mazzotti-321',321,'Mazzotti, C., Savoia, M.,  and Ceccoli, C. \"A comparison between long term properties of self compacting concretes and normal vibrated concretes with same strength.\" Concreep-7 pg. 523, 2005'),(322,'Mertol:2010','Mertol, H.C., Rizkalla, S., Zia, P. and Mirmiran, A.','Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns','PCI Journal, Summer 2010, pp. 138-154',2010,NULL,'Mertol-322',322,'Mertol, H.C., Rizkalla, S., Zia, P., and Mirmiran, A., \"Creep and shrinkage behavior of high-strength concrete and minimum reinforcement ratio for bridge columns,\" PCI Journal, Summer 2010, pg. 138-154.'),(323,'Mokarem:2005','Mokarem, D.W., Weyers, R.E. and Sprinkel, M.M.','Shrinkage of Virginia Transportation Concrete Mixtures','ACI SP-227, Shrinkage and Creep of Concrete, Eds. Gardner, N.J. and Weiss, J., 2005',2005,NULL,'Mokarem-323',323,'Mokarem, D.W., Weyers, R.E., and Sprinkel, M.M., \"Shrinkage of Virginia Transportation Concrete Mixtures,\" ACI SP-227, Shrinkage and Creep of Concrete, Eds. Gardner, N.J. and Weiss, J., 2005.'),(324,'Mu:2009','Mu, R., Forth, J.P. and Beeby, A.W.','Designing concrete with special shrinkage and creep requirements','Creep, Shrinkage, and Durability Mechanics of concrete and concrete structures, Eds. Tanabe et al. V. 2, 2009',2009,NULL,'Mu-324',324,'Mu, R., Forth, J.P., and Beeby, A.W., \"Designing concrete with special shrinkage and creep requirements,\" Creep, Shrinkage, and Durability Mechanics of concrete and concrete structures, Eds. Tanabe et al. V. 2, 2009.'),(325,'Muller:2010','Muller, H.  et. al','Time-dependent Behavior of Ultra High Performance Concrete (UHPC)','3rd fib International Congress 2010',2010,NULL,'Muller-325',325,'Muller, H.  et. al, \"Time-dependent Behavior of Ultra High Performance Concrete (UHPC),\" 3rd fib International Congress 2010.'),(326,'Nakanishi:2003','Nakanishi, H., et. at','Performance of a Multifunctional and Multipurpose Superplasticizer for concrete','SP-217, 7th Int\'l ACI/CANMET conf. Superplasticizers and other chemical admixtures in Concrete. 2003, Ed. Malhotra, V.M., pp. 327-341',2003,NULL,'Nakanishi-326',326,'Nakanishi, H., et. at, \"Performance of a Multifunctional and Multipurpose Superplasticizer for concrete,\" SP-217, 7th Int\'l ACI/CANMET conf. Superplasticizers and other chemical admixtures in Concrete. 2003, Ed. Malhotra, V.M., pg. 327-341.'),(327,'Nguyen:2006','Nguyen, T., Ma, J. and Orgass, M.','Krichen von Ultrahochfestem Beton (UHFB)','Bautechnick 83, 2006, V. 2, pp. 119-124',2006,NULL,'Nguyen-327',327,'Nguyen, T.; Ma, J.; and Orgass, M., \"Krichen von Ultrahochfestem Beton (UHFB),\" Bautechnick 83, 2006, V. 2, pg. 119-124.'),(328,'NCHRP:2003','Transportation Research Board Committee (Chair: Genevieve Giuliano)','Prestress Losses in Pretensioned High-Strength concrete Bridge Girders','NCHRP (National Cooperative Highway Research Program), Report 496, Transportation Research Board of the National Academies, 2003',2003,NULL,'NCHRP-328',328,'NCHRP, Report 496, \"Prestress Losses in Pretensioned High-Strength concrete Bridge Girders,\" Transportation Research Board, 2003.'),(329,'Nidhi:2005','Nidhi, J., Myers, J. and La Gamma, J.','Creep, Shrinkage and CTE Evaluation: MoDOT\'s New Bridge Deck Mix Companion Testing to HPC Bridge Deck','Technical Report, RDT RI00-002B, Feb. 2005',2005,NULL,'Nidhi-329',329,'Nidhi, J., Myers, J., and La Gamma, J., \"Creep, Shrinkage and CTE Evaluation: MoDOT\'s New Bridge Deck Mix Companion Testing to HPC Bridge Deck,\" RDT RI00-002B, Feb. 2005.'),(330,'Oliva:2008','Oliva, M.G. and Cramer, S.','Self Consolidating Concrete: Creep and Shrinkage Characteristics','Report to Spancrete and Country Materials, Jan 2008',2008,NULL,'Oliva-330',330,'Oliva, M.G. and Cramer, S., \"Self Consolidating Concrete: Creep and Shrinkage Characteristics,\" Report to Spancrete and Country Materials, Jan 2008. '),(331,'Persson:2001','Persson, B.','A comparison between mechancial properties of SCC and the corresponding properteis of normal concrete','Cement and Concrete Res. 31(2), (2001) 193-198',2001,NULL,'Persson-331',331,'Persson, B. \"A comparison between mechancial properties of SCC and the corresponding properteis of normal concrete.\" Cement and Concrete Res. 31(2): 193-198., 2001'),(332,'Persson:2005','Persson, B.','Creep of Self-Compacting Concrete','Concreep-7, (2005) pp. 536',2005,NULL,'Persson-332',332,'Persson, B. \"Creep of Self-Compacting Concrete.\" Concreep-7 pg. 536, 2005'),(333,'Eppers:2008','Eppers, S. and Muller, C.','Autogeneous Shrinkage Strain of Ultra-High-Performance Concrete','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, March 2008, No. 10. pp. 433',2008,NULL,'Eppers-333',333,'Eppers, S. and Muller, C., \"Autogeneous Shrinkage Strain of Ultra-High-Performance Concrete,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, March 2008, No. 10. pg. 433'),(334,'Burkart:2008','Burkart, I. and Muller, H.','Creep and shrinkage characteristics of ultra high strength concrete','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, March 2008, No. 10. pp. 469',2008,NULL,'Burkart-334',334,'Burkart, I. and Muller H, \"Creep and shrinkage characteristics of ultra high strength concrete,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, March 2008, No. 10. pg. 469'),(335,'Acker:2004','Acker, P. and Behloul, M.','Ductal Technology: A Large Spectrum of Properties, a wide range of applications','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 11',2004,NULL,'Acker-335',335,'Acker, P. and Behloul, M, \"Ductal Technology: A Large Spectrum of Properties, a wide range of applications,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 11'),(336,'Maeder:2004','Maeder, U. et. al.','Ceracem, a new high performance concrete: characterisations and applications','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 59',2004,NULL,'Maeder-336',336,'Maeder, U. et. al., \"Ceracem, a new high performance concrete: charaacterisations and applications,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 59'),(337,'Ma:2004','Ma, J., et al.','Comparative Investigations on Ultra-High Performance Concrete with and without Coarse Aggregates','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 203',2004,NULL,'Ma-337',337,'Ma, J., et al. \"Comparative Investigations on Ultra-High Performance Concrete with and without Coarse Aggregates,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 203'),(338,'Fehling:2004','Fehling, E., Bunje, K, and Leutbecher, T.','Design relevant properties of hardened Ultra High Performance Concrete','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 327',2004,NULL,'Fehling-338',338,'Fehling, E., Bunje, K, and Leutbecher, T., \"Design relevant properties of hardened Ultra High Performance Concrete,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 327'),(339,'Maruyama:2004','Maruyama, I., Ito, H. and Sato, R.','Expansive behavior of expansive high strength concrete and its induced stress','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 601',2004,NULL,'Maruyama-339',339,'Maruyama, I., Ito, H. and Sato, R., \"Expansive behavior of expansive high strength concrete and its induced stress,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 601'),(340,'Vogt:2004','Vogt, C., Lagerblad, B. and Hugo-Persson, T.','Optimization of UHPC for selective stabalization of deep boreholes','Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pp. 769',2004,NULL,'Vogt-340',340,'Vogt, C., Lagerblad, B., and Hugo-Persson, T., \"Optimization of UHPC for selective stabalization of deep boreholes,\" Proceedings of the International Symposium on Ultra High Performance Concrete, Kassel, Germany, Sept. 2004, No. 3. pg. 769'),(341,'Rouse:2007','Rouse, J.M and Billington, S.L.','Creep and Shrinkage of High-Performance Fiber-Reinforced Cementitious Composites','ACI Materials Journal, March 2007, pp. 129-136',2007,NULL,'Rouse-341',341,'Rouse, J.M and Billington, S.L., \"Creep and Shrinkage of High-Performance Fiber-Reinforced Cementitious Composites,\" ACI Materials Journal, March 2007, pg. 129-136.'),(342,'Russell:1997','Russell, H.G., et. al','State-of-the-Art Report on High-Strength Concrete','ACI 363R-92, 1997',1997,NULL,'Russell-342',342,'Russell, H.G., et. al, \"State-of-the-Art Report on High-Strength Concrete\" ACI 363R-92, 1997'),(343,'Smadi:1987','Smadi, M.M., Slate, F.O. and Nilson, A.H.','Shrinkage and Creep of High-, Medium-, and Log-Strength Concretes, Including Overloads','ACI Materials Journal, No. 84, May-June 1987, pp. 224-234',1987,NULL,'Smadi-343',343,'Smadi, M.M., Slate, F.O., and Nilson, A.H., \"Shrinkage and Creep of High-, Medium-, and Log-Strength Concretes, Including Overloads,\" ACI Materials Journal, No. 84, May-June 1987, pg. 224-234.'),(344,'Suksawang:2005b','Suksawang, N. and Nassif, H.H.','Effect of Modulus of Elasticity on Creep Prediction of High Strength Concrete Containing Pozzolans','ACI SP-227, Shrinkage and Creep of Concrete, Eds. Gardner, N.J. and Weiss, J., 2005',2005,NULL,'Suksawang-344',344,'Suksawang, N. and Nassif, H.H., \"Effect of Modulus of Elasticity on Creep Prediction of High Strength Concrete Containing Pozzolans,\" ACI SP-227, Shrinkage and Creep of Concrete, Eds. Gardner, N.J. and Weiss, J., 2005.'),(345,'Suksawang:2005a','Suksawang, N., Nassif, H. and Mohammed, A.','Creep and Shrinkage of High-Performance/High-Strength Concrete','ACI-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pp. 1397-1415',2005,NULL,'Suksawang-345',345,'Suksawang, N.; Nassif, H., and Mohammed, A., \"Creep and Shrinkage of High-Performance/High-Strength Concrete,\" ACI-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pg . 1397-1415.'),(346,'Suzuki:1993','Suzuki, K., Ohno, Y., and Nakagawa, T.','Test Method for Cracking of Concrete Due to Drying Shrinkage','Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pp. 63-76',1993,NULL,'Suzuki-346',346,'Suzuki, K., Ohno, Y., and Nakagawa, T., \"Test Method for Cracking of Concrete Due to Drying Shrinkage,\" Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pg. 63-76.'),(347,'Takafumi:2002','Takafumi, N, Park, S.-G. and Ippei, M.','Mechanical Properties of High-Performance Concrete with Expansive Additive and Shrinkage reducing admixture under simulated completely-restrained condition at early age','2002',2002,NULL,'Takafumi-347',347,'Takafumi, N; Park, S.-G.; and Ippei, M., \"Mechanical Properties of High-Performance Concrete with Expansive Additive and Shrinkage reducing admixture under simulated completely-restrained condition at early age\" 2002'),(348,'Tazawa:1993','Tazawa, E. and Miyazawa, S.','Autogeneous Shrinkage of Concrete and Its Importance in concrete technology','Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pp. 159-174',1993,NULL,'Tazawa-348',348,'Tazawa, E. and Miyazawa, S., \"Autogeneous Shrinkage of Concrete and Its Importance in concrete technology,\" Creep and Shrinkage of Concrete, Proc. 5th Int\'l. RILEM Symp., Barcelona, Spain, 1993, pg. 159-174.'),(349,'Tazawa:1995','Tazawa, E.-I. and Miyazawa, S.','Influence of Cement and Admixture on Autogeneous Shrinkage of Cement Paste','Cement and Concrete Research, V. 25, No. 2, (1995) pp. 281-287',1995,NULL,'Tazawa-349',349,'Tazawa, E.-I. and Miyazawa, S., \"Influence of Cement and Admixture on Autogeneous Shrinkage of Cement Paste,\" Cement and Concrete Research, V. 25, No. 2, pp. 281-287., 1995.'),(350,'Tongaroonsri:2009','Tongaroonsri, S. and Tangtermsirikul, S.','Effect of mineral admixtures and curing periods on shrinkage and cracking age under restrained condition','Construction and Building Materials, V. 23, No. 2, Feb 2009, pp. 1050-1056',2009,NULL,'Tongaroonsri-350',350,'Tongaroonsri, S., and Tangtermsirikul, S., \"Effect of mineral admixtures and curing periods on shrinkage and cracking age under restrained condition,\" Construction and Building Materials, V. 23, No. 2, Feb 2009, pg. 1050-1056.'),(351,'Vidal:2005','Vidal,T., Assie, S. and Pons, G.','Creep and Shrinkage of Self-Compacting Concrete and Comparative Study with Model Code','Concreep-7, (2005) pp. 542',2005,NULL,'Vidal-351',351,'Vidal,T.; Assie, S., and Pons, G. \"Creep and Shrinkage of Self-Compacting Concrete and Comparative Study with Model Code.\" Concreep-7 pg. 542, 2005'),(352,'Vincent:2004','Vincent, E.D., Townsend, B.D., Weyers, R.E. and Via, C.E.','Final Contract Report Creep of High-Strength Normal and Lightweight Concrete','Virginia Tran. Research Council, 2004',2004,NULL,'Vincent-352',352,'Vincent, E.D., Townsend, B.D., Weyers, R.E., and Via, C.E., \"Final Contract Report Creep of High-Strength Normal and Lightweight Concrete,\" to Virginia Tran. Research Council, 2004.'),(353,'Weiss:2002','Weiss, J. and Berke, N.','Shrinkage Reducing Admixtures','Section 7.5, 2002',2002,NULL,'Weiss-353',353,'Weiss, J. and Berke, N., \"Shrinkage Reducing Admixtures,\" Section 7.5, 2002.'),(354,'Weiss:1998b','Weiss, W.J., Borichevsky, B.B., and Shah, S.P.','The Influcence of a Shrinkage Reducing Admixture on the Early-Age Shrinkage Behavior of High Performance Concrete','ACI SP High Performace Concrete, ACI-Chicago Conf. Nov. 1998. ',1998,NULL,'Weiss-354',354,'Weiss, W.J., Borichevsky, B.B., and Shah, S.P., \"The Influcence of a Shrinkage Reducing Admixture on the Early-Age Shrinkage Behavior of High Performance Concrete,\" ACI SP High Performace Concrete, ACI-Chicago Conf. Nov 1998. '),(355,'Weiss:1998a','Weiss, W.J., Schiessl, A., Yang, W. and Shah, S.','Shrinkage Cracking Potential, Permeability, and Strength for HPC: Influence of W/C, Silica Fume, Latex, and Shrinkage Reducing Admixtures','Int\'l Symp. On High-Performance and Reeactive Powder Concretes, Sherbrooke, Canada, 1998, V. 1, pp. 349-364',1998,NULL,'Weiss-355',355,'Weiss, W.J., Schiessl, A., Yang, W., and Shah, S., \"Shrinkage Cracking Potential, Permeability, and Strength for HPC: Influence of W/C, Silica Fume, Latex, and Shrinkage Reducing Admixtures,\" Int\'l Symp. On High-Performance and Reeactive Powder Concretes, Sherbrooke, Canada, 1998, V. 1, pg. 349-364.'),(356,'Yang:2005b','Yang, Y., Sato, R. and Kawai, K.','Autogeneous shrinkage of high-strength concrete containing silica fume under drying at early ages','Cement and Concrete Research 35, 2005, pp. 449-456',2005,NULL,'Yang-356',356,'Yang, Y., Sato, R., and Kawai, K., \"Autogeneous shrinkage of high-strength concrete containing silica fume under drying at early ages.\" Cement and Concrete Research 35, 2005, pg. 449-456.'),(357,'Yang:2005a','Yang, Y., Ou, X., Chen, M. and Chen, W.','Effect of Shrinkage reducing admixture on the shrinkage behavior of high-strength concrete','ACI SP-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pp. 1329-1340',2005,NULL,'Yang-357',357,'Yang, Y., Ou, X., Chen, M. and Chen, W., \"Effect of Shrinkage reducing admixture on the shrinkage behavior of high-strength concrete,\" ACI SP-228, 7th Int\'l Symp. On the Utilization of High-Strength/High-Performance Concrete, V. 2, Ed. Russell, H.G., 2005, pg . 1329-1340.'),(358,'Zhang:2003','Zhang, M.H., Tam, C.T. and Leow, M.P.','Effect of water-to-cementitious materials ratio and silica fume on the autogeneous shrinkage of concrete','Cement and Concrete Research 33, 2003, pp. 1687-1694',2003,NULL,'Zhang-358',358,'Zhang, M.H., Tam, C.T., and Leow, M.P., \"Effect of water-to-cementitious materials ratio and silica fume on the autogeneous shrinkage of concrete,\" Cement and Concrete Research 33, 2003, pg. 1687-1694.'),(359,'Zhou:2008','Zhou, M., Wang, J., Zhu, L. and He, T.','Effects of Manufactured-sand on Dry Shrinkage and Creep of High-Strength Concrete','Journal of Wuhan University of Tehchnology-Mater. Sci. Ed., Apr 2008',2008,NULL,'Zhou-359',359,'Zhou, M., Wang, J., Zhu, L., and He, T., \"Effects of Manufactured-sand on Dry Shrinkage and Creep of High-Strength Concrete,\" Journal of Wuhan University of Tehchnology-Mater. Sci. Ed., Apr 2008.'),(360,'Zhutovsky:2002','Zhutovsky, S., Kovler, K. and Bentur, A.','Efficiency of lightweight aggregates for internal curing of high strength concrete to eliminate autogeneous shrinkage','Materials and Structures, V. 35, March 2002, pp. 97-101',2002,NULL,'Zhutovsky-360',360,'Zhutovsky, S., Kovler, K., and Bentur, A., \"Efficiency of lightweight aggregates for internal curing of high strength concrete to eliminate autogeneous shrinkage,\" Materials and Structures, V. 35, March 2002, pp. 97-101.'),(361,'Adam:2001','Adam, I. et al.','Influence of coarse aggregate on the creep of normal and high –strength concrete','Second international conference on engineering materials (eds. Nagataki, S., Al-Manaseer, A. and Sakata, K.), California, USA, 2001',2001,NULL,'Adam-361',361,'Adam, I. et al.: “Influence of coarse aggregate on the creep of normal and high –strength concrete. In: Second international conference on engineering materials” (eds. Nagataki, S., Al-Manaseer, A. and Sakata, K.), California, USA, 2001'),(362,'Anders:2012','Anders, I.','Stoffgesetz zur Beschreibung des Kriech- und Relaxationsverhaltens junger normal- und hochfester Betone','Dissertation, Karlsruher Institut für Technologie, Deutschland, 2012',2012,NULL,'Anders-362',362,'Anders, I.: “Stoffgesetz zur Beschreibung des Kriech- und Relaxationsverhaltens junger normal- und hochfester Betone”. Dissertation, Karlsruher Institut für Technologie, Deutschland, 2012'),(363,'Dilger:1996','Dilger, W.H. et al.','Étude expérimentale du retrait et du fluage du béton à hautes performances','Fourth International Symposium on Utilization of High strength/High Performance Concrete (eds. de Larrard, F., and Lacroix, R.), France proceedings, Paris, 1996',1996,NULL,'Dilger-363',363,'Dilger, W.H. et al.: “Étude expérimentale du retrait et du fluage du béton à hautes performances. In: 4th international symposium on utilization of high-concrete” (eds. de Larrard, F., and Lacroix, R.), Paris, 1996 strength/highperformance'),(364,'Granger:1995','Granger, L.','Comportement différé du béton dans les enceintes de centrales nucléaires - Analyse et modélisation','Dissertation, LCPC, France, 1995',1995,NULL,'Granger-364',364,'Granger, L.: “Comportement différé du béton dans les enceintes de centrales nucléaires - Analyse et modélisation”. Dissertation, LCPC, France, 1995'),(365,'Huo:1997','Huo, X.','Time-dependatn analysis and application of high performance concrete in bridges','Dissertation, University of Nebraska, USA, 1997',1997,NULL,'Huo-365',365,'Huo, X.: “Time-dependatn analysis and application of high performance concrete in bridges”. Dissertation, University of Nebraska, USA, 1997'),(366,'De Larrard:1988','De Larrard, F.','Formulation and proprieties des bétons à très hautes performances','Rapport de recherché LPC No. 149, Paris, 1988',1988,NULL,'De Larrard-366',366,'De Larrard, F.: “Formulation and proprieties des bétons à très hautes performances”. Rapport de recherché LPC No. 149, Paris, 1988'),(367,'Le Roy:1996','Le Roy, R.','Déformations instantanées et différées des bétons à hatues performances','Dissertation, LCPC, France, 1996',1996,NULL,'Le Roy-367',367,'Le Roy, R.: “Déformations instantanées et différées des bétons à hatues performances”. Dissertation, LCPC, France, 1996'),(368,'Turcry:2004','Turcry, P.','Retrait et fissuration des betons autoplacants – Influence de la formulation','Dissertation, Université de Nantes, France, 2004',2004,NULL,'Turcry-368',368,'Turcry, P.: “Retrait et fissuration des betons autoplacants – Influence de la formulation”. Dissertation, Université de Nantes, France, 2004'),(369,'Marusic:2005','Marusic, E. and Ukraincyzk, V.','Deformational properties of high strength concrete predicted according to Eurocode 2','6th International Congress on global construction (ed. Dhir, R.), University Of Dundee, Scotland, United Kingdom, 2005',2005,NULL,'Marusic-369',369,'Marusic, E. and Ukraincyzk, V.: “Deformational properties of high strength concrete predicted according to Eurocode 2”. In: 6th International Congress on global construction (ed. Dhir, R.), University Of Dundee, Scotland, United Kingdom, 2005'),(370,'Min:2008','Min, K.-H. et al.','An experimental study on time-dependant behaviors of early-aged concrete in various curing environments','CONCREEP 8 (eds. Tanabe, T. et Ise-Shima, Japan, 2008al.), 2008',2008,NULL,'Min-370',370,'Min, K.-H. et al.: “An experimental study on time-dependant behaviors of early-aged concrete in various curing environments”. In: CONCREEP 8 (eds. Tanabe, T. et Ise-Shima, Japan, 2008al.),'),(371,'Persson:1998','Persson, B.','Quasi-instantaneous and long-term deformations of high-performance concrete','Dissertation, Lund University, Sweden, 1998',1998,NULL,'Persson-371',371,'Persson, B.: “Quasi-instantaneous and long-term deformations of high-performance concrete”. Dissertation, Lund University, Sweden, 1998'),(373,'Bryant:1987','Bryant, A. H., Vadhanavikkit, C.','Creep, Shrinkage-Size, and Age at Loading Effects','ACI Materials Journal, 84 (2), (1987) pp 117-123',1987,NULL,'Bryant-373',373,'Bryant, A. H., Vadhanavikkit, C. \"Creep, Shrinkage-Size, and Age at Loading Effects\". ACI Materials Journal, 84 (2), pp 117-123, 1987'),(374,'Meader:2013','Meader, J., Janssen, D., Eberhard, M.','Structural Design Parameters of Current WSDOT Mixtures','WA-RD 802.1, WSDOT Report, June 2013',2013,NULL,'Meader-374',374,'Meader, J., Janssen, D., Eberhard, M., “Structural Design Parameters of Current WSDOT Mixtures\". WA-RD 802.1, WSDOT Report, June 2013'),(375,'Theiner:2017','Theiner, Y. , Drexel, M., Neuner, M., Hofstetter, G.','Comprehensive study of concrete creep, shrinkage, and water content evolution under sealed and drying conditions','Strain, 53 (2), 2017',2017,NULL,'Theiner-375',375,'Theiner, Y. , Drexel, M., Neuner, M., Hofstetter, G.,  “Comprehensive study of concrete creep, shrinkage, and water content evolution under sealed and drying conditions\". Strain, 53 (2), 2017'),(376,'Aschl:1981','Aschl, H. and Stöckl, S.','Wärmedehnung, E-Modul, Schwinden, Kriechen und Restfestigkeit von Reaktorbeton unter einachsiger Belastung und erhöhten Temperaturen','Deutscher Ausschuss für Stahlbeton, Heft 324 (1981)',1981,NULL,'Aschl-376',376,'Aschl, H. and Stöckl, S., ‘Wärmedehnung, E-Modul, Schwinden, Kriechen und Restfestigkeit von Reaktorbeton unter einachsiger Belastung und erhöhten Temperaturen’, Deutscher Ausschuss für Stahlbeton, Heft 324 (1981)'),(377,'Stöckl:1981','Stöckl, S.','Versuche zum Einfluss der Belastungshöhe auf das Kriechen von Beton','Deutscher Ausschuss für Stahlbeton, Heft 324 (1981)',1981,NULL,'Stöckl-377',377,'Stöckl, S., \"Versuche zum Einfluss der Belastungshöhe auf das Kriechen von Beton\".Deutscher Ausschuss für Stahlbeton, Heft 324 (1981)'),(378,'Budelmann:1987','Budelmann, H.','Zum Einfluss Erhöhter Temperatur auf Festigkeit und Verformung von Beton mit unterschiedlichen feucthgehalten','Institut für Baustoffe, Massivbau unf brandschuty der Technischen Universität Braunschweig, Heft 76 (1987) Thesis',1987,NULL,'Budelmann-378',378,'Budelmann, H., \"Zum Einfluss Erhöhter Temperatur auf Festigkeit und Verformung von Beton mit unterschiedlichen feucthgehalten\". Institut für Baustoffe, Massivbau unf brandschuty der Technischen Universität Braunschweig, Heft 76 (1987) Thesis'),(379,'Wittmann:1970','Wittmann, F.','Einfluß des Feuctigkeitsgehaltes auf das Kriechen des Zementsteines','Rheologica Acta 9, (1970) 282-287',1970,NULL,'Wittmann-379',379,'Wittmann, F., \"Einfluß des Feuctigkeitsgehaltes auf das Kriechen des Zementsteines\", Rheologica Acta 9, 282-287 (1970)'),(380,'Wittmann:1998','Wittmann, F.','Drying and Shrinkage of Hardened Cement Paste','Proceedings of the Third International Bolomey Workshop University of Essen, June 1998, 209-256',1998,NULL,'Wittmann-380',380,'Wittmann, F., \"Drying and Shrinkage of Hardened Cement Paste\", Proceedings of the Third International Bolomey Workshop University of Essen, 209-256, June 1998'),(381,'Bentur:2001','Bentur, A., Igarashi, S.-I. and Kovler, K.','Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates','Cement and Concrete Research, 31 (11), (2001) 1587 - 1591',2001,'10.1016/S0008-8846(01)00608-1','Bentur-381',381,'Bentur, A., Igarashi, S.-I,  and Kovler, K. \"Prevention of autogenous shrinkage in high-strength concrete by internal curing using wet lightweight aggregates\". Cement and Concrete Research, 31 (11), 1587 - 1591, 2001'),(382,'Cusson:2006','Cusson, D., Hoogeveen, T.','Preventing autogenous shrinkage of high-performance concrete structures by internal curing','KONSTA-GDOUTOS M.S. (eds) Measuring, Monitoring and Modeling Concrete Properties. Springer, Dordrecht, (2006)',2006,NULL,'Cusson-382',382,'Cusson, D., Hoogeveen T. “PREVENTING AUTOGENOUS SHRINKAGE OF HIGH-PERFORMANCE CONCRETE STRUCTURES BY INTERNAL CURING.” In: KONSTA-GDOUTOS M.S. (eds) Measuring, Monitoring and Modeling Concrete Properties. Springer, Dordrecht, (2006)'),(383,'Hua:1997','Hua, C., Ehrlacher, A., Acker, P.','Analyses and models of the autogenous shrinkage of hardening cement paste: ii) modeling at scale of hydrating grains','Cement and Concrete Research 27(2): (1997), 245–258',1997,NULL,'Hua-383',383,'Hua, C., Ehrlacher, A., Acker, P. “Analyses and models of the autogenous shrinkage of hardening cement paste: ii) modeling at scale of hydrating grains”, Cement and Concrete Research 27(2): 245–258, 1997'),(384,'Igarashi:2000','Igarashi, S.-I., Bentur, A., Kovler, K.','Autogenous shrinkage and induced restraining stresses in high-strength concretes','Cement and Concrete Research, Volume 30, Issue 11, 2000, pp. 1701-1707',2000,NULL,'Igarashi-384',384,'Igarashi, S.-i., Bentur, A., Kovler, K. “Autogenous shrinkage and induced restraining stresses in high-strength concretes”, Cement and Concrete Research, Volume 30, Issue 11, 2000, Pages 1701-1707'),(385,'','Hilsdorf, after 1994?','?','?',NULL,NULL,NULL,NULL,NULL),(388,'','Unknown1',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(389,'','aif?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(390,'','Eickschen, 1996?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(391,'','Dilger, 1988?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(392,'','Bazant, year?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(393,'Bentz:2004','Bentz, D.P., Jensen, M.','Mitigation strategies for autogenous shrinkage cracking','Cement and Concrete Composites',2004,'10.1016/S0958-9465(03)00045-3',NULL,NULL,NULL),(394,'','Jensen, 1996?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(395,'','Jun, 2011?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(396,'','Koenders, 1997?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(397,'Lura:2003','Lura, P. Jensen, O. M., van Breugel K.\r\n','Autogenous shrinkage in high-performance cement paste: An evaluation of basic mechanisms\r\n',NULL,2003,'doi.org/10.1016/S0008-8846(02)00890-6',NULL,NULL,NULL),(398,'Meddah:2011','Meddah, M. S., Suzuki, M., Sato, R.','Influence of a combination of expansive and shrinkage-reducing admixture on autogenous deformation and self-stress of silica fume high-performance concrete\r\n','Construction and Building Materials\r\n',2011,'10.1016/j.conbuildmat.2010.06.033\r\n',NULL,NULL,NULL),(399,'','Unknown, Germany, 1993?',NULL,NULL,NULL,NULL,NULL,NULL,NULL),(400,'','Schwesinger, 1996?\r\nThis is not from CCR 1987 article',NULL,'Unknown',NULL,NULL,NULL,NULL,NULL),(401,'Bentz:2000','Bentz,D.P., Jensen, O.M, Hansan, K.K., Hacker, C-J.','Influence of Cement Particle-Size Distribution on Early Age Autogenous Strains and Stresses in Cement-Based Materials','Journal of the American Ceramic Society 84(1):129 - 135',2000,'10.1111/j.1151-2916.2001.tb00619.x',NULL,NULL,NULL),(402,'Aguilar: 2005','Aguilar, C. P.','Estudio del comportamiento y desarrollo de una metodologia de prediccion de la retraccion hidraulica de hormigones\r\n(in Spanish, Study of the Behavior and Development of a Prediction Methodology for Drying Shrinkage of Concretes)','Pontificia Universidad Catolica de Chile, doctoral thesis',2005,NULL,NULL,NULL,NULL);

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