BARR B, HOSEINIAN S B, BEYGI M A.Shrinkage of Concrete Stored in Natural Environments[J].Cement & Concrete Composites, 2003, 25(1):19-29.
[4]
YAN Dong-huang, TIAN Zhong-chu, LI Xue-wen, et al.Finite Element Method and Application for the Shrinkage and Creep of Concrete Bridges[J].China Journal of Highway and Transport, 2004, 17(2):55-58.
[5]
WANG Hua, XUE Wei-chen.Deflections of Steel-concrete Composite Beams Due to Shrinkage and Creep[J].Journal of Changan University:Natural Science Edition, 2004, 24(1):56-60.
[6]
WANG Tie-meng.Control for Engineering Structure Crack[M].Beijing:China Architecture & Building Press, 1997.
[7]
LIU Zhe-feng, SHEN Pu-sheng, GONG Hu-guang.Static Elastic-plastic Analysis of Frame Structure Based on Force Analogy Method[J].Journal of Architecture and Civil Engineering, 2006, 23(3):32-36.
[8]
BAZANT Z P.Prediction of Concrete Creep Effects Using Age-adjusted Effective Modulus Method[J].ACI Structural Journal, 1972, 69(2):212-217.
[9]
WANG Xun-wen, PAN Jia-ying.Evaluating Aging Coefficient x in Age-adjusted Effective Modulus Method[J].China Railway Science, 1996, 17(3):12-23.
[10]
JTG D62—2004, Code for Highway Reinforced Concrete and Prestress Concrete Bridge Culvert Design[S].
[11]
SHI Shi-sheng.Shear Strength, Modulus of Rigidity and Youngs Modulus of Concrete[J].China Civil Engineering Journal, 1999, 32(2):47-52.
[12]
WU Xiao-ping, SONG Yi-fan, HE Shuan-hai.Analysis of Long-term Deflection of Reinforced Concrete Beams[J].Journal of Traffic and Transportation Engineering, 2001, 1(4):48-50.
[13]
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.
