Reduced record method for efficient time history dynamic analysis and optimal design

被引:13
作者
Kaveh, A. [1 ]
Aghakouchak, A. A. [2 ]
Zakian, P. [2 ]
机构
[1] Iran Univ Sci & Technol, Dept Civil Engn, Narmak, Iran
[2] Tarbiat Modares Univ, Dept Civil & Environm Engn, Tehran, Iran
基金
美国国家科学基金会;
关键词
seismic loading; time history dynamic analysis; structural optimization; wavelets; computational time reduction; improved harmony search (IHS); HARMONY SEARCH ALGORITHM; FREQUENCY CONSTRAINTS; WAVELET TRANSFORMS; STEEL STRUCTURES; FILTER BANKS; OPTIMIZATION; EARTHQUAKE;
D O I
10.12989/eas.2015.8.3.639
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Time history dynamic structural analysis is a time consuming procedure when used for large-scale structures or iterative analysis in structural optimization. This article proposes a new methodology for approximate prediction of extremum point of the response history via wavelets. The method changes original record into a reduced record, decreasing the computational time of the analysis. This reduced record can be utilized in iterative structural dynamic analysis of optimization and hence significantly reduces the overall computational effort. Design examples are included to demonstrate the capability and efficiency of the Reduced Record Method (RRM) when utilized in optimal design of frame structures using meta-heuristic algorithms.
引用
收藏
页码:639 / 663
页数:25
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