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Random Analysis of Dynamic Characteristics of Self-Anchored Cable-Stayed Suspension Bridge

YE Yi,ZHANG Zhe,XIA Guo-ping,LI Tian-fei(School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116023,China)  
In order to study the influence of complex structure parameters uncertainty on its dynamic characteristics,the method of response surface is adopted and random variables that have significant impact on the dependent variables is selected to fit response surface.On the basis of the above mentioned method,the sensitive factor of dynamic characteristics of a self-anchored cable-stayed suspension bridge in Dalian Bay is analyzed.The results show that randomness of girder mass density is the most sensitive factor to static and dynamic characteristics of the self-anchored cable-stayed suspension bridge while randomness of the cable system and main girder parameters are sensitive to the low modal.
【Fund】: 交通西部建设基金项目 项目编号200631882350
【CateGory Index】: U441.3
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