基于小波变换的三层钢框架结构损伤识别因素研究

Zhiyuan Tan, Liang Zhang
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摘要

利用Matlab建立了三自由度钢框架模型,对其损伤进行了模拟,并对其振动响应进行了计算。最后,在处理后的信号中发现幅度跳变。结果表明,利用小波变换方法对加速度信号进行损伤检测优于对位移和速度信号进行损伤检测,并能实现判断是否存在损伤或确定结构发生损伤时刻的功能。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Study on Factors of Structural Damage Identification of a Three-Layer Steel Frame Based on Wavelet Transform
A three-DOF steel frame model was built up by Matlab, to simulate damage and calculate its vibration response. Finally, amplitude jumps are found in the processed signals. the results show that damage detection on acceleration signal by using Wavelet Transform method is superior to on displacement and speed signal, the function of judging whether there are damages or confirming the moment the structural damages occur can be realized too.
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