HE Chang,XIANG Zhong-Fu.Non-linear Stability Analysis of Tall Piers with Incipient Defect[J].Journal of Chongqing Jiaotong University,2003,22(3):14-17.
[5]
LI Yong-le,DI Yue-long,ZHAO Tong,et al.Dynamic Characteristic and Wind Resistance Behavior of High-pier Long-span Cable-stayed Bridge for Urban Rail Transit[J].Journal of Architecture and Civil Engineering,2010,27(4):19-24.
[6]
SONG Xiao-dong,LI Jian-zhong.Seismic Conceptual Design for Mountain Bridges[J].Earthquake Engineering and Engineering Vibration,2004,24(1):92-96.
LI Rui,NING Xiao-jun,YE Liao-yuan,et al.Earthquake Response Analysis of Girder Bridge with High Pier[J].Journal of Kunming University of Science and Technology,2001,26(5):86-89.
[9]
程翔云.高桥墩设计计算中的两个问题[J].重庆交通学院学报,2000,19(2):6-10.
[10]
JTG TB06-02—2007,Budgetary Norm of Highway Project[S].
[11]
MA Zhao-xia,CHEN Si-tian,GONG Shang-long.Calculation and Analysis of Lateral Displacement at the Top of Higher Bridge Pier[J].Journal of Chongqing Jiaotong University:Natural Science,2007,26(6):50-54.
