Seismic Design Criteria[S]. Version 1. 3. Sacramento, California: California Department of Transportation (CALTRANS), 2004.
[2]
JTG/T B02-01-2008公路桥梁抗震设计细则[S]. 北京: 人民交通出版社, 2008. JTG/T B02-01-2008 Guidelines for Seismic Design of Highway Bridge[S]. Beijing: China Communication Press, 2008.(in Chinese)
[3]
Nazmy A S, Abdel-Ghaffar A M. Non-linear earthquake-response analysis of long-span cable-stayed bridges: theory[J]. Earthquake Engineering and Structural Dynamics, 1990, 19(1): 45-62.
[4]
秦权, 楼磊. 非经典阻尼对悬索桥地震反应的影响[J]. 土木工程学报, 1999, 32(3): 17-22. QIN Quan, LOU Lei. Effect of non-proportional damping on seismic responses of suspension bridges[J]. China Civil Engineering Journal, 1999, 32(3): 17-22.(in Chinese)
[5]
Ingham T J, Rodriguez S, Nader M. Nonlinear analysis of the vincent thomas bridge for seismic retrofit[J]. Computers & Structures, 1997, 64(5/6): 1221-1238.
[6]
王浩, 李爱群, 郭彤. 超大跨悬索桥地震响应的综合最优控制研究[J]. 湖南大学学报: 自然科学版, 2006, 33(3): 6-10. WANG Hao, LI Aiqun, GUO Tong. Compositive optimal control of the seismic response for super-long-span suspension bridges[J]. Journal of Hunan University: Natural Sciences Edition, 2006, 33(3): 6-10.(in Chinese)
[7]
Nazmy A S, Abdel-Ghaffar A M. Effects of ground motion spatial variability on the response of cable-stayed bridges[J]. Earthquake Engineering and Structural Dynamics, 1992, 21(1): 1-20.
[8]
Nazmy A S, Abdel-Ghaffar A M. Non-linear earthquake-response analysis of long-span cable-stayed bridges: applications[J]. Earthquake Engineering and Structural Dynamics, 1990, 19(1): 63-76.
[9]
聂利英, 张雷, 李硕娇. 地震作用下大跨度悬索桥纵向破坏模式研究[J]. 土木工程学报, 2011, 4(44): 91-97. NIE Liying, ZHANG Lei, LI Shuojiao. Study of the longitudinal failure pattern of long span suspension bridges under earthquake[J]. China Civil Engineering Journal, 2011, 4(44): 91-97.(in Chinese)
[10]
肖汝诚, 项海帆. 大跨径悬索桥结构分析理论及其专用程序系统的研究[J]. 中国公路学报, 1998, 11(4): 42-50. XIAO Rucheng, XIANG Haifan. Research on the structural analysis theory and special program of long-span suspension bridge\[J]. China Journal of Highway and Transport, 1998, 11(4): 42-50.(in Chinese)
[11]
唐亮. 液化场地桩-土动力相互作用P-Y曲线模型研究[D]. 哈尔滨: 哈尔滨工业大学, 2010. TANG Liang. P-Y model of dynamic pile-soil interaction in liquefying ground[D]. Harbin: Harbin Institute of Technology, 2010.(in Chinese)
[12]
GB50011-2010建筑抗震设计规范[S]. 北京: 中国建筑工业出版社, 2001. GB50011-2010 Code for Seismic Design of Buildings[S]. Beijing: China Building Industry Press, 2001.(in Chinese)
. Open System for Earthquak Engineering Simulation. From http://opensees.berkeley.edu.
[16]
Novak M. Dynamic stiffness and damping of piles[J]. Can Geotech J, 1974, 11(4): 574-598.
[17]
Rovithis E, Kirtas E, Pitilakis K. Experimental p-y loops for estimating seismic soil-pile interaction[J]. Bulletin of Earthquake Engineering, 2009, 7(3): 719-736.
[18]
Novak M, Sheta M. Approximate approach to contact effects of piles[J]. Dynamic Response of Structures: Experimentation, Observation, Prediction and Control. American Society of Civil Engineers, 1991: 53-79.