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非比例阻尼结构体系的动力分析方法
引用本文:桂国庆,何玉敖.非比例阻尼结构体系的动力分析方法[J].同济大学学报(自然科学版),1994,22(4):505-510.
作者姓名:桂国庆  何玉敖
作者单位:同济大学结构理论研究所,天津大学土木系
基金项目:国家自然科学基金会与建设部联合资助
摘    要:非比例阻尼结构体系是实际工程结构抗震研究中经常遇到的问题,本文全面,系统地建立了这类结构体系的动力分析方法,对于各种不同非比例阻尼程度的结构体系,分别给出了其适应的分析方法:改进的得模态方法,近似解耦方法,拟力实模态叠加法、Ritz向量叠加法、高精度直接积分法,这些分析方法具有很好的实价值和理论意义,可供解决工程实际问题时参考。

关 键 词:非比例阻尼  抗震结构  动力分析  复模态  拟力

Study on Dynamic Analysis Methods for Non-Proportionally Damped Structural Systems
Gui Guoqing, He Yuao.Study on Dynamic Analysis Methods for Non-Proportionally Damped Structural Systems[J].Journal of Tongji University(Natural Science),1994,22(4):505-510.
Authors:Gui Guoqing  He Yuao
Abstract:For the earthquake resistant analysis of actual engineering strictures,most of structural systems have the properties of non--proportional(non--classical) damping. The dynamic analysis methods for the system are developed systematically and comprehensively in this paper. For analyzing structural systems with variant degrees of the non--proportional damping, the improved complex modal method, the approximate decoupling method, the modal superposition pseudo--force method, the Ritz vector superposition methods and the high accurate and unconditionally stable direct integration schemes are presented.These methods are of good practical value and theoretical significance, and can be applied effectively to solve practical engineering problems.
Keywords:Non-proportional (Non-classical) damping  Complex mode  Approximate decoupling  Pseudo-force  Dynamic analysis  
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