时频联合分析方法在土木工程中的研究现状

石志晓; 李昕; 周晶

doi:10.13204/j.gyjz200505020

时频联合分析方法在土木工程中的研究现状

doi: 10.13204/j.gyjz200505020

1.
大连理工大学土木水利学院抗震研究室大连 116024

基金项目:

国家自然科学基金重点项目(50439010);国家自然科学基金面上项目(50378012);辽宁省博士启动基金(2001102094).

详细信息

作者简介:
石志晓女 1974年1月出生博士研究生

中图分类号: TU317
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- 文章访问数: 57
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- 被引次数: 0
出版历程
- 收稿日期: 2004-10-25
- 刊出日期: 2005-05-20

RECENT STUDY OF THE APPLICATION OF THE JOINT TIME-FREQUENCY ANALYSIS METHODS IN CIVIL ENGINEERING

1.
School of Civil and Hydraulic Engineering,Dalian Univ. of Technology Dalian 116024

摘要

摘要: 时频联合分析方法因能同时提供信号的局部时频特征，适于分析非平稳信号而在土木工程领域得到了极大应用。线性变换、双线性变换和Hilbert-Huang变换是土木工程中常用的时频联合分析方法。根据时频分析方法的理论，将其应用于人工地震波模拟、结构动力反应分析和可靠性估计、结构参数识别及损伤检测等领域。通过对其在土木工程中的应用进行总结，提出了存在的问题，探讨了进一步研究的方向。
- 时频分析 /
- 土木工程 /
- 非平稳信号
Abstract: The methods of joint time frequency analysis have been widely applied in civil engineering due to its ability to provide local time frequency characteristics of signal and the ability to analyze nonstationary signal. Linear transform, bi linear transform and Hilbert Huang transform have been applied in the simulation of artificial seismic wave, dynamic analysis and estimation of the reliability of structures, parameters identification and damage detection in civil engineering. The existing problems are presented and the further research direction is discussed based on the summation of the application of the methods in civil engineering.
- time frequency analysis /
- civil engineering /
- nonstationary signal

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