TAKACS P F.Deformations in Concrete Cantilever Bridges: Observations and Theoretical Modelling[D].Trondheim:The Norwegian University of Sciences and Technology,2002:1-105.
ACI.Prediction of Creep,Shrinkage,and Temperature Effects in Concrete Structures[R].Farmington Hills:ACI,1982.
[19]
惠荣炎,黄国兴,易若冰.混凝土的徐变[M].北京:中国铁道出版社,1988.
[20]
GOEL R,KUMAR R,PAUL D K.Comparative Study of Various Creep and Shrinkage Prediction Models for Concrete[J].Journal of Materials in Civil Engineering,2007,19(3):249-260.
[21]
DING Wen-sheng,LU Zhi-tao,MENG Shao-ping,et al.Analysis and Comparison of Prediction Models for Concrete Shrinkage and Creep[J].Bridge Construction,2004(6):13-16.
[22]
CHEN Zhi-hua,PENG Shao-min,JIANG Cang-ru,et al.Test on High-performance Concrete Creep of Main Girder of Jingzhou Yangtze River Highway Bridge[J].China Journal of Highway and Transport,2006,19(4):98-102.
[23]
WU Zu-lie,GUAN Yan-wu,ZHANG Yong-shui,et al.Design and Development of a High-tonnage Creep Apparatus and Its Experiment[J].Journal of Highway and Transportation Research and Development,2008,25(1):98-103.
[24]
WANG Jian,FANG Zhi.Analysis and Field Measurement of Concrete Box Girder Bridges for Shrinkage and Creep Effects[J].China Civil Engineering Journal,2008,41(1):70-81.
[25]
SHEN Pu-sheng,FANG Hui,XIA Xin-hong,et al.Simplified Analysis for Frame Structure Considering Construction Process,Shrinkage and Creep[J].Journal of Architecture and Civil Engineering,2006,23(2):41-45.
[26]
GAO Jian,PEI Min-shan.Analysis of Space Stress in Anchoring Box Between Cable and Beam of Long-span Cable-stayed Bridge[J].Journal of Architecture and Civil Engineering,2006,23(3):66-70.
[27]
WANG Hua,XUE Wei-chen.Deflections of Steel-concrete Composite Beams Due to Shrinkage and Creep[J].Journal of Chang'an University:Natural Science Edition,2004,24(1):56-60.
[28]
LEI Zi-xue,YAN Xing-wei,DONG San-sheng.Effect of Shrinkage and Creep of Concrete on Curved Steel-concrete Composite Box Girder Bridges[J].Journal of Chang'an University:Natural Science Edition,2008,28(5):77-80.
[29]
LIU Yong-jian,LIU Jian,GAO Yi-min,et al.Shrinkage and Creep Effect of Steel-concrete Composite Deck on Steel Truss Bridge with Double-decks[J].Journal of Chang'an University:Natural Science Edition,2010,30(5):52-57.
[30]
CAO Guo-hui,FANG Zhi.Experimental Study on the Long-term Behavior of Concrete Continuous Box Girders[J].China Civil Engineering Journal,2008,41(9):83-89.
[31]
PEI Bing-zhi,YE Jian-shu,WANG Jian.Measurement and Analysis of Shrinkage and Creep Effect of a Ground Anchored Cable-stayed Bridge[J].Bridge Construction,2008(6):25-29.
[32]
LI Xian-ping,ROBERTSON I.Long-term Performance Predictions of the North Halawa Valley Viaduct[R].Manoa:University of Hawaii,2003.
[33]
GB/T 50081—2002,Standard for Test Method of Mechanical Properties on Ordinary Concrete[S].
[34]
LIN Bo.Computing Analysis and Experimental Study on Shrinkage and Creep of Concrete[D].Nanjing:Southeast University,2006.
[35]
CHEN Zhi-hua,SHAN Liang,GUAN Fu-ling.Identification of Concrete Creep Parameters Based on Evolution Programs[J].Journal of Yangtze River Scientific Research Institute,2005,22(2):47-49.
[36]
JTG D62—2004,Code for Design of Highway Re-inforced Concrete and Prestressed Concrete Bridges and Culverts[S].
