DAS P K, ZHENG Y.Cumulative Formation of Response Surface and Its Use in Reliability Analysis[J].Probabilistic Engineering Mechanics, 2000, 15(4):309-315.
[7]
SHEN Hui-shen, WANG Yu-xin.Static and Dynamic Reliability Analysis of Girders of Cable-stayed Bridges[J].China Journal of Highway and Transport, 1996, 9(1):59-65.
[8]
SHEN Hui-shen, GAO Feng.Reliability Analysis of Cable-stayed Bridges[J].China Journal of Highway and Transport, 1994, 7(4):40-43.
[9]
JTJ 025—86, Code for Design of Steel and Wood Structure of Highway Bridges and Culverts[S].
[10]
LI Yang-hai, BAO Wei-gang, GUO Xiu-wu, et al.Structural Reliability Analysis and Probability Limit State Design of Highway Bridges[M].Beijing:China Communications Press, 1997.
[11]
DAI Guo-xin.Study and Evaluation on Reliability of Steel Structural Buildings[D].Chongqing:Chongqing University, 2004.
[12]
常大民, 江克斌.桥梁结构可靠性分析与设计[M].北京:中国铁道出版社, 1995.
[13]
GIMSING N J.Cable Supported Bridges-Concepts & Design[M].2nd ed.Translated by JIN Zeng-hong.Beijing: China Communications Press, 2002.
[14]
WANG Bo-hui. The Development of Cable-stayed Bridges and Experience in China:1st Volume[M].Beijing:China Communications Press, 2003.
[15]
DONG Cong, LIU Xi-la. A Reliability Theory and Simulation Algorithm of Nonlinear Structural System[J].China Civil Engineering Journal, 1998, 31(1):33-43.
[16]
ZHANG Jian-ren, LIU Yang.Reliability Analysis of Cable-stayed Bridge Using GAS and ANN[J].China Civil Engineering Journal, 2001, 34(1):7-13.
[17]
YANG Di-xiong, LI Gang.A Hybrid Chaos Optimization Algorithm for Global Optimization of Nonlinear Functions[J].Engineering Mechanics, 2004, 21(3):106-110.