AASHTO LRFD.Bridge design specifications,american association of state highway and transportation officials[M].SI Unite Second Edition,1998.
[2]
苗宇.钢筋混凝土矩形桥墩开裂刚度理论初探.重庆:重庆交通大学,2009. MIAO Yu.Preliminarily exploration the theories of post cracking stiffness of rectangular reinforced concrete Pier. Chongqing: Chongqing Jiaotong University,2009.
[3]
李国豪.桥梁结构稳定与振动[M].北京:中国铁道出版社,2003. LI Guohao.Stability and vibration of bridge structures[M]. Beijing:Printing shop of Railroad Publishing house of China, 2003.
[4]
郭磊,李建中,范立础.桥梁结构抗震设计中截面刚度的取值分析[J].同济大学学报,2004. GUO Lei,LI Jianzhong,FAN lichu. Analysis of section stiffness adopted in seismic design for bridge structures[J].Journal of Tongji University,2004.
[5]
高波,郑罡,等. 形心轴附加弯矩对墩柱整体受力的初步分析[J].世界地震工程. GAO Bo,ZHENG Gang. Primary analysis of the additional moment of center axis for the whole mechanics of column[J].World Earthquake Engineering.
