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《JOURNAL OF XI'AN HIGHWAY UNIVERSITY》 2000-02
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Nonlinear Stochastic Static Analysis of Cable-Stayed Bridges

CHEN Tie bing 1, YANG Bing cheng 2, SHI Dong 1 (1. Department of Bridge Egineering, Tongji University, Shanghai 200092, China; 2. College of Highway Engineering, Xi′an Highway University, Xi′an 710064, China)  
Geometrical nonlinearities are very significant in cable stayed bridges,the uncertainties of materials,physical dimension,load,etc greatly influence the structrual response of cable stayed bridges. The Response Surface approach is utilized to analyze nonlinear stochastic static of cable stayed bridges.The results show that Respones Surface is an efficient approach to analyze nonolinear stochastic static of cable stayed bridges,it is necessary to consider the uncertainties of materials,physical dimension,load,etc in the static analysis of cable stayed bridges.
【CateGory Index】: U448.27
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