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  赵国辉,彭浩.深水中大跨径斜拉桥地震响应分析[J].震灾防御技术,2010,5(4):461-466, DOI:10.11899/zzfy20100408.

深水中大跨径斜拉桥地震响应分析
摘要:    本文以某斜拉桥为例,采用基于Morison方程的附加动水质量方法研究了动水压力对深水中大跨径斜拉桥地震响应的影响,并对中国、日本和欧洲规范中动水惯性系数的取值进行了对比研究。结果表明,在深水条件下应当考虑动水压力作用对结构地震响应的影响。对比日本和欧洲规范,我国规范中动水惯性系数取值偏低,动水压力的影响偏小。
作者单位
赵国辉 长安大学西安 710064 
彭浩 中国交通建设集团第一公路勘察设计研究院有限公司西安 710075 
关  键  词:斜拉桥  动水压力  Morsion方程  附加动水质量  地震响应
DOI:10.11899/zzfy20100408
基金项目:西部交通科技项目(2008318000918)和陕西省交通科技项目(09-13k)资助
收稿日期:2010-03-14
作者简介:赵国辉,男,生于1978年。讲师。主要研究方向:桥梁结构抗震分析。E-mail:zgh@gl.chd.edu.cn
通讯作者:
Seismic Response Analysis of Long Span Cable-stay Bridge in Deep Water
Abstract:      A cable-stay bridge is taken as an example to analyze the effect of hydrodynamic pressure on seismic response of the bridge, which is built in deep water. Associated hydrodynamic mass method based on Morison equation is used in this paper. Comparative study on hydrodynamic inertia coefficient in specifications of China, Japan and Europe is performed. It is shown that hydrodynamic pressure should be considered when the bridge is built in deep water. Compared with specifications of Japan and Europe, the value of hydrodynamic inertia coefficient in our Chinese specification is relatively smaller than that of specifications of other countries mentioned above.
Keywords:  Cable-stay bridge  Hydrodynamic pressure  Morsion equation  Associated Hydrodynamic mass  Seismic response
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