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杭州湾跨海大桥海中平台结构的动力响应分析
引用本文:祁德庆,李瑞,王剑平. 杭州湾跨海大桥海中平台结构的动力响应分析[J]. 结构工程师, 2007, 23(3): 43-46
作者姓名:祁德庆  李瑞  王剑平
作者单位:同济大学建筑工程系,上海,200092;同济大学建筑工程系,上海,200092;同济大学建筑工程系,上海,200092
摘    要:根据已有的损伤理论研究成果,对杭州湾跨海大桥海中平台结构进行损伤诊断.通过有限元方法对结构损伤前后的动力特性进行分析,根据结构在损伤前后固有频率的变化,对结构是否损伤进行判定.以该海中平台实体为研究对象,用大型有限元软件对其损伤进行模拟分析.

关 键 词:固有频率  动力分析  结构动力响应  损伤诊断  有限元方法
收稿时间:2006-08-18
修稿时间:2006-08-18

Dynamic Response Analysis of Hangzhou Bay Sea-Crossing Bridge Offshore Platforms
QI Deqing,LI Rui,WANG Jianping. Dynamic Response Analysis of Hangzhou Bay Sea-Crossing Bridge Offshore Platforms[J]. Structural Engineers, 2007, 23(3): 43-46
Authors:QI Deqing  LI Rui  WANG Jianping
Affiliation:Department of Building Engineering , Tongji University, Shanghai 200092 ,China
Abstract:Damage determination of Hangzhou Bay Sea - Crossing Bridge offshore platforms is conducted through the present theoretic results. Analyzing the dynamical characteristic changes of the prototype structure and the damage structure by finite element method, it can be judged that the structure is damaged or not. The article achieves the numerical simulation analysis of the damaged structure taking the Hangzhou Bay Sea - Crossing Bridge as an example.
Keywords:natural frequency   dynamic analysis   dynamical response   damage diagnosis   finite element method
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