首页> 外文会议>International Conference on Wavelet Analysis and Pattern Recognition >STUDY ON DAMAGE IDENTIFICATION FOR REINFORCED CONCRETE FRAME STRUCTURE BASED ON WAVELET TRANSFORM
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STUDY ON DAMAGE IDENTIFICATION FOR REINFORCED CONCRETE FRAME STRUCTURE BASED ON WAVELET TRANSFORM

机译:基于小波变换的钢筋混凝土框架结构损伤识别研究

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摘要

Reinforced concrete structures are prone to damage during their service lifetime due to such factors as the effect of overload, earthquake motions, and other actions. Undetected damage may lead to structural failures. Early detection of damage and timely repairs can prevent catastrophic failure and ensure regular service of structures. As a result, on the basis of the multi-resolution characteristic of wavelet transform (WT), the application of signal singularity testing technique in the damage diagnosis of the reinforced concrete structures is researched, and a so-called delamination wavelet-transform search method is presented in this paper for on-line damage identification of reinforced concrete structures. One possible advantage of this method is that the damage temporal and spatial location can be detected rapidly and efficiently. Further research is carried out with numerical simulation of a structure test model in a vibration table to study the storied damage detection and localization of reinforced concrete frame structures under seismic actions. The analyzing result is compared with that observed in a simulated earthquake vibration table test. The good agreement is obtained and it verifies the effectiveness and validity of the method proposed in this paper, which can establish a theoretical foundation for reliability identification and repair strengthening of similar structures.
机译:由于由于过载,地震运动和其他行动的影响,钢筋混凝土结构在其使用寿命期间易于损坏。未检测到的损害可能导致结构失败。早期检测损坏和及时维修可以防止灾难性的故障,并确保结构的定期服务。结果,基于小波变换(WT)的多分辨率特性,研究了信号奇点测试技术在钢筋混凝土结构的损伤诊断中,以及所谓的分层小波变换搜索方法本文提出了钢筋混凝土结构的在线损伤识别。该方法的一个可能的优点是可以快速且有效地检测损坏时间和空间位置。进一步的研究通过振动表中的结构测试模型的数值模拟来研究钢筋混凝土框架结构在地震动作下的综合损伤检测和定位。将分析结果与模拟地震振动表测试中观察到的分析结果进行了比较。获得了良好的协议,并验证了本文提出的方法的有效性和有效性,可以为可靠性识别和修复相似结构建立理论基础。

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