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《Journal of Chongqing Jiaotong University(Natural Science)》 2012-S1
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Seismic Analysis of Bridge on Sloping Rock Field

Li Sidong1,Zhao Zhihui2 (1.T.Y.Lin International Engineering Consulting(China) Co.,Ltd.,Chongqing 410021,China; 2.Chongqing Industry Polytechnic College,Chongqing 410020,China)  
The local site of a long-span bridge was simulated and the seismic response of the local site was analyzed,thus the ground motion parameters of each pier were obtained.By using these parameters,the bridge multiple-incentive seismic analysis was carried out.Then the result was compared with the seismic response of the consistent input.Bridge seismic responses in the both cases were quite different.Some suggestions of the bridge seismic analysis were put forward.
【CateGory Index】: U442.55
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