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《Earthquake Engineering and Engineering Vibration》 1995-03
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Chen Youping Zhou Hongye (Academy of Railway Sciences,Beijing 100081,China)  
To obtain general failure feature of bridges the damage and collapse of bridges are studied based on the investigations of their seismic behavior in several past earthquakes. Advanced finite element analysis program MSC/NASTRAN is successfully used in this study to perform the seismic response analysis of cable-stayed bridge. The earthquake response characteristics of this kind of bridges which including motion coupling effects travelling wave effects nonlinearity effects and the effects of some seismic reduction devices are presented. Taking the effects metioned above into consideration the failure analysis of cable-stayed bridges are performed in both weak soil base foundation and rock base foundation. The seismic damage and collapse of cable-stayed bridges are predicted.
【Fund】: 国家自然科学基金资助项目
【CateGory Index】: U445
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