Nonlienar Seismic Response Analysis of Shanghai Yangpu Bridgeby Wancheng Yuan, Tongji Univ, Shanghai, China,
Shide Hu, Tongji Univ, Shanghai, China,
Lichu Fan, Tongji Univ, Shanghai, China,
Document Type: Proceeding Paper
Abstract: The Yangpu Bridge is a long-span composite cable-stayed Bridge in which the superstructures is designed as a floating system to withstand the strong earthquakes. The nonlinear seismic response of the bridge was investigated by using response spectrum analysis method and time history analysis method. In this paper, A comparison of analysis results is discussed.
Subject Headings: Dynamic structural analysis | Cable stayed bridges | Seismic tests | Seismic effects | Bridge design | Bridge tests | Cables | Composite bridges | Seismic design | Earthquake resistant structures | Span bridges | China | Asia | Shanghai
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