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大跨度斜拉桥非一致激励地震反应分析研究进展
Development of the Research on Seismic Response of Long-span Cable-stayed Bridges under Non-uniform Excitations
【摘要】 介绍了国内外大跨度斜拉桥非一致激励地震反应分析的研究进展情况,并对各种抗震分析方法作了简单评述。
【Abstract】 The general trend of methods for seismic response of long-span cable-stayed bridge under non-uniform excitations is outlined.And the seismic response analysis methods are commented briefly,which can be referenced for further study of this important field in our country.
- 【文献出处】 科技情报开发与经济 ,Sci-Tech Information Development & Economy , 编辑部邮箱 ,2007年01期
- 【分类号】U441.3
- 【被引频次】7
- 【下载频次】214