CHENG J,XIAO R C,JIANG J J.Probabilistic Determination of Initial Cable Forces of Cable-stayed Bridges Under Dead Loads[J].Structural Engineering and Mechanics,2004,17(2):267-279.
[10]
LI Jian-hui,LI Ai-qun,MIAO Chang-qing,et al.Baseline FE Model to Revise Cable Forces in Runyang Cable-stayed Bridge[J].Journal of Southeast Univer-sity:Natural Science Edition,2007,37(2):266-269.
[11]
ZHOU Xu-hong,DAI Peng,DI Jin.Optimization Analysis of Cable Tensions of Dead Load State for Cable-stayed Bridge with Steel Box Girder[J].Journal of Architecture and Civil Engineering,2007,24(2):19-23.
[12]
LIU Chun-hua,QIN Quan.Static Analysis for Sus-pension Bridges Under Construction Based on SFEM[J].Chinese Journal of Computational Mechanics,1998,15(2):232-235.
[13]
CHEN Tie-bing.Geometric and Material Nonlinear Static Analysis and Reliability Evaluation of Cable-stayed Bridges[D].Shanghai:Tongji University,2000.
[14]
SU Cheng,FAN Xue-ming.Stochastic Analysis of Yamen Bridge at Erection Stage in Consideration of Variant Material and Loading Parameters[J].Bridge Construction,2003(1):62-65.
[15]
LIU Zhi-wen,CHEN Ai-rong,HE Shuan-hai.Prob-abilistic Finite Element Analysis of Cable-stayed Bridges Under Wind[J].Journal of Chang'an University:Natural Science Edition,2004,24(2):53-57.
[16]
LIANG Peng,XU Yue,LIU Yong-jian.Unified Analysis Theory of Cable Stay and Its Applications[J].Journal of Architecture and Civil Engineering,2006,23(1):68-77.
[17]
LIANG Peng,XIAO Ru-cheng,XU Yue.Random Simulation Analysis of Construction Process for Super-long-span Cable-stayed Bridges[J].China Jour-nal of Highway and Transport,2006,19(4):52-58.
[18]
WANG P H,TSENG T C,YANG C G.Initial Shape of Cable-stayed Bridges[J].Computers & Structures,1993,47(1):111-123.
