文章摘要
陈刚, 郑七振.基于小波分析的钢桁梁桥损伤识别的试验研究Journal of Water Resources and Water Engineering[J].,2015,26(6):193-196
基于小波分析的钢桁梁桥损伤识别的试验研究
Study on damage identification of steel truss bridge based on wavelet analysis
  
DOI:10.11705/j.issn.1672-643X.2015.06.036
中文关键词: 小波分析  钢桁梁桥  损伤识别  曲率模态  奇异性信号  结构损伤
英文关键词: wavelet analysis  steel truss bridge  damage identification  curvature mode  singularity singal  structural damage
基金项目:国家自然科学基金项目(51208300)
Author NameAffiliation
CHEN Gang , ZHENG Qizhen (上海理工大学 环境与建筑学院上海 200093) 
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中文摘要:
      在现有模态理论的基础上,采用小波分析技术,探索适用于桥梁结构损伤识别的方法。利用1∶10的钢桁梁桥缩尺结构进行模型试验,通过拆卸杆件在节点板上螺栓的方式来模拟试验损伤,对结构的模态振型进行曲率模态计算,在Matlab软件中选用Bior3.9小波函数编程,提取曲率模态信号的小波变换系数,根据小波变换奇异点法对比分析桥梁节点的各阶损伤指标,从而判定结构损伤。研究结果表明:该方法能够较好的识别出损伤节点的位置,这为类似工程的理论研究和实践运用提供了一定的参考。
英文摘要:
      Based on the existing modal theory, the paper explored the method of damage identification of bridge structure by using wavelet analysis technique. Therefore 1∶10 steel truss girder bridge scale structure was tested simulated damage test by removing the rods in the gusset plate bolted way, and made modal curvature calculation for the modal shape of structure. Using Bior3.9 wavelet function in Matlab software to program, the paper extracted the wavelet transform coefficient of curvature mode signal and determine the structure damage according to the order of damage index and wavelet singularity analysis method of bridge nodes.The results show that the method can better identify the location of damage nodes and provide a reference for the theory research and application of similar engineering.
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