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大跨度悬索桥地震反应中高阶振型的影响分析
Effect of Higher Frequency Models of Vibration on Seismic Response of Long-span Suspension Bridge
【摘要】 结合两个大跨度悬索桥的工程设计实例,采用反应谱法对其进行了线性地震反应分析,详细讨论了高阶振型对大跨度悬索桥地震反应的影响。分析结果表明:高阶振型对大跨度悬索桥地震反应有很大影响,特别是对主塔的内力反应,而高阶振型对位移反应的影响较小。
【Abstract】 Based on two engineering design case of long-span suspension bridge,the linear seismic response analysis is performed by employing the response spectrum method.The effect of higher frequency models vibration on seismic response analysis of long-span suspension bridge is researched.The results indicate that higher frequency models of vibration have significant influence on seismic response of towers,but have minor influence on displacement response of long-span suspension bridge.
【关键词】 悬索桥;
高阶振型;
地震反应;
【Key words】 suspension bridge; higher frequency models of vibration; seismic response;
【Key words】 suspension bridge; higher frequency models of vibration; seismic response;
- 【文献出处】 工程抗震与加固改造 ,Earthquake Resistant Engineering and Retrofitting , 编辑部邮箱 ,2008年02期
- 【分类号】U441.3
- 【被引频次】22
- 【下载频次】242