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随机结构正交分解分析方法
引用本文:李杰.随机结构正交分解分析方法[J].振动工程学报,1999,12(1):78-84.
作者姓名:李杰
作者单位:同济大学建筑工程系
基金项目:国家自然科学基金,国家杰出青年科学基金
摘    要:现代复杂结构的建造促成了随机结构分析研究的发展。在这一领域中,随机结构分析的正交分解分析方法为随机结构分析与建模研究提供了新的工具。本文概括介绍了作者所发展的扩阶系统方法,列举了近年来扩阶系统方法在常见建筑工程结构分析中的应用案例。研究结果表明:采用随机结构分析的观点,结构发生各种程度破坏概率会发生大幅度变化。

关 键 词:随机振动  随机结构  动力分析  正交分解

Research Development for the Orthogonal Expansion Method of Stochastic Structural Analysis
Li,Jie.Research Development for the Orthogonal Expansion Method of Stochastic Structural Analysis[J].Journal of Vibration Engineering,1999,12(1):78-84.
Authors:Li  Jie
Abstract:The building of modern complex structure helps to bring about the research development of stochastic structure analysis.In the past ten years,the orthogonal expansion method for stochastic structure analysis present a new technology for the dynamic analysis and modeling of stochastic structure.This paper summarizes the expanded order system method developed by the author in the past few years.Some case studies are given in the paper to show the application of expanded order system method on the common building engineering structure.These examples show that the failure probability of structures will be changed remarkably from the viewpoint of structure analysis.
Keywords:stochastic  structure  dynamic  analysis  orthogonal  expansion  
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