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基于小波变换的层间隔震结构地震响应分析

张尚荣 杜永峰 惠迎新 毛明杰

地震工程学报2017,Vol.39Issue(5):836-842,7.
地震工程学报2017,Vol.39Issue(5):836-842,7.DOI:10.3969/j.issn.1000-0844.2017.05.0836

基于小波变换的层间隔震结构地震响应分析

Seismic Response Analysis of Inter-story Isolation Structures Based on Wavelet Transformation

张尚荣 1杜永峰 2惠迎新 1毛明杰1

作者信息

  • 1. 宁夏大学土木与水利工程学院,宁夏银川750021
  • 2. 兰州理工大学防震减灾研究所,甘肃兰州730050
  • 折叠

摘要

Abstract

In this study,ground motion acceleration time history was decomposed into multi-band wavelet components using the wavelet multi-resolution analysis method,and a dynamic response formula for an inter-story isolation structure under earthquake action was deduced using the complex modal method.The resulting seismic signals and displacement energies in a distinct frequency channel are discussed.The impact of earthquake energy distribution in the time-frequency domain on structural response was analyzed using wavelet time-frequency analysis tools,which provide a method of analyzing the nonlinear response of inter-story isolation structures.Finally,the elastic and elastoplastic responses of a typical inter story isolation structure under earthquake excitation are analyzed using wavelet analysis.The results show that the elastic response can be the superposed seismic response of each wavelet component.Therefore,energy concentration of earthquake ground motion in the time domain can cause an adverse effect on inter-story isolation structures.

关键词

小波变换/层间隔震结构/多分辨率分析/复模态法/地震动非平稳性

Key words

wavelet transform/inter-story isolation structure/multi-resolution analysis/complex mode method/ground motion non stationarity

分类

建筑与水利

引用本文复制引用

张尚荣,杜永峰,惠迎新,毛明杰..基于小波变换的层间隔震结构地震响应分析[J].地震工程学报,2017,39(5):836-842,7.

基金项目

宁夏自然科学基金(NZ1629) (NZ1629)

国家基金委项目(51578274) (51578274)

宁夏大学引才项目(BQD2015004) (BQD2015004)

地震工程学报

OA北大核心CSCDCSTPCD

1000-0844

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