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桥梁损伤识别的小波空间变换及基函数选取的理论探讨
引用本文:薛祥,霍达,滕海文.桥梁损伤识别的小波空间变换及基函数选取的理论探讨[J].河南科学,2005,23(6):918-922.
作者姓名:薛祥  霍达  滕海文
作者单位:北京工业大学建筑工程学院,北京,100022;北京工业大学建筑工程学院,北京,100022;北京工业大学建筑工程学院,北京,100022
基金项目:国家自然科学基金资助项目(50378007),北京市自然科学基金资助项目(8031001)
摘    要:采用类比推理的方法建立了结构损伤识别空间信号的小波变换理论;系统的介绍了小波函数的特性;分析了工程结构损伤信号类型及其对小波函数的敏感性以及与分解尺度的关系;综合上述理论,初步讨论了工程结构损伤识别所用小波函数选取的一般规律.

关 键 词:空间小波变换  损伤识别  小波函数选取
文章编号:1004-3918(2005)06-0918-05
收稿时间:2005-07-25
修稿时间:2005年7月25日

The theoretic analysis about Spatial Wavelet transform of Engineering Structure damage Identification and which wavelet was chosen
XUE Xiang,HUO Da,TENG Hai-wen.The theoretic analysis about Spatial Wavelet transform of Engineering Structure damage Identification and which wavelet was chosen[J].Henan Science,2005,23(6):918-922.
Authors:XUE Xiang  HUO Da  TENG Hai-wen
Institution:College of Civil and Architecture Engineer, Beijing University of Technology, Beijing 100022, China
Abstract:The theoretical models that based on continuous or discrete wavelet Analysis of space signal of damaged engineering structure identification are erected,and systemic introduced the characteristics of wavelet functions.The signal types of damaged structure and it to the sensitivity of a wavelet function are analyzed and the relations that between wavelet function and transformation levels are investigated.According to above-mentioned theories,which wavelet was chosen are discussed for engineering structure identification by spatial wavelet analysis.
Keywords:spatial wavelet analysis  damage identification  wavelet function choice
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