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Nonlinear Response Analysis of Bridges Under Multi-support Excitation

GUO Yong hui,HE Guo jing (Civil Architectural Engineering College, Changsha Railway University, Changsha 410075,China)  
In the nonlinear respondense analysis of bridges under multi support excitation,the effect matrix and Wilson θ method are used.A corresponding program is given,which can analyze the nonlinear or linear respondense under multi support excitation and the nonlinear or linear respondence under consistent excitation.The results of numerical test compares the four cases.It can be concluded that the nonlinear and multi support excitation affect greatly on the respondense of bridge.This can't be ignored.
【Fund】: 国家自然科学基金资助项目! ( 195 0 2 0 0 3 )
【CateGory Index】: U442.55
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