基于小波包能量曲率差的古木结构损伤识别

王鑫;胡卫兵;孟昭博

振动与冲击 ›› 2014, Vol. 33 ›› Issue (7) : 153-159.

PDF(2245 KB)
PDF(2245 KB)
振动与冲击 ›› 2014, Vol. 33 ›› Issue (7) : 153-159.
论文

基于小波包能量曲率差的古木结构损伤识别

  • 王鑫1,胡卫兵1, 孟昭博2
作者信息 +

Damaged detection of ancient wood structure based on wavelet packet energy curvature difference

  • Wang Xin, Hu Wei-bing,MENG Zhao-bo2
Author information +
文章历史 +

摘要

本文以西安钟楼为工程依托,对随机激励作用下古木结构的损伤进行有限元模拟,把古木结构梁上各节点的加速度响应信号进行小波包分解,通过小波包能量曲率差对古木结构进行损伤定位。在无噪声干扰时,该指标对于古木结构的损伤定位比较敏感,可准确判定古木结构的损伤位置,该指标随损伤程度的加大而增大。该指标在高斯白噪声干扰下,当信噪比SNR大于或等于40db时,能对古木结构的损伤进行准确定位,该指标具有一定的抗噪声干扰能力。随后得出了损伤指标和损伤程度之间的函数关系式,用其进行损伤程度的判断并验算其适用性,为研究环境激励下西安钟楼的损伤预警提供了理论依据。

Abstract

Ancient wood structure damage was simulated with the finite element under random incentive based on Xi’an bell tower, the node acceleration response signal on beam was decomposed with wavelet packet, the wavelet packet energy curvature difference index of ancient wood structure was proposed to decide the damaged localization. The results show that the index is more sensitive to ancient wood structural damage and can accurately determine the damage location under no noise, the injury degree is greater, the index is greater. When SNR is bigger or equal to 40db, the index can decide the damage location, it has a certain degree of noise immunity. The function relation between damaged index and extent is obtained to decide the damage extent, and the applicability is verified, so it provides theory basis for damage warning of Xi’an bell tower under environment excitation.

关键词

古木结构 / 有限元 / 损伤识别 / 小波包能量曲率差

Key words

ancient wood structure / finite element / damaged detection / wavelet packet energy curvature difference

引用本文

导出引用
王鑫;胡卫兵;孟昭博. 基于小波包能量曲率差的古木结构损伤识别[J]. 振动与冲击, 2014, 33(7): 153-159
Wang Xin;Hu Wei-bing;MENG Zhao-bo. Damaged detection of ancient wood structure based on wavelet packet energy curvature difference[J]. Journal of Vibration and Shock, 2014, 33(7): 153-159

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