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环境温度影响下基于LSTM神经网络识别结构损伤

Structural damage identification based on LSTM neural networks under ambient temperature variations
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摘要 环境温度的改变会引起模态参数的变化,其变化程度会掩盖或部分掩盖损伤引起的变化量,导致结构健康监测系统发出假阳性或假阴性的误判,因此,消除温度效应是提高损伤识别精度的关键。本文基于LSTM神经网络提出了一种环境温度影响下识别结构损伤的方法。充分利用LSTM神经网络的非线性映射优势,建立多元温度-模态频率的相关模型,在此基础上采用数据标准化方法消除温度效应,并结合控制图判断模态频率异常变化以确定损伤状况。最后将所提方法在数值模型和实际桥梁中加以应用,结果表明,方法能够有效消除温度效应;结合控制图能识别损伤时刻,并具有一定的抗噪性;在实桥数据分析中仍能表现出较好的损伤敏感性。 The change of ambient temperature will cause the change of modal parameters,and the degree of change will cover up or partially cover up the change caused by damage,resulting in the misjudgment of false positive or false negative issued by the structural health monitoring system.Therefore,eliminating the temperature effect is the key to improve the accuracy of damage identification.Based on LSTM neural network,this paper proposes a method to identify structural damage under the impact of ambient temperature.By making full use of the nonlinear mapping advantage of LSTM neural network,the correlation model of multivariate temperature and modal frequencies is established.On this basis,the data normalization method is used to eliminate the temperature effect,and the control chart is used to judge the abnormal change of modal frequencies to determine the damage condition.Finally,the proposed method is applied to a numerical model and an actual bridge.The results show that the method can effectively eliminate the temperature effect.Combined with the control chart method,it can identify the damage time and has a certain noise resistance.In the real bridge data analysis,it can still show good damage sensitivity.
作者 黄炎 葛思源 翟慕赛 常军 HUANG Yan;GE Si-yuan;ZHAI Mu-sai;CHANG Jun(School of Civil Engineering,Suzhou University of Science and Technology,Suzhou 215011,China)
出处 《计算力学学报》 CAS CSCD 北大核心 2024年第2期248-255,共8页 Chinese Journal of Computational Mechanics
基金 国家自然科学基金(51908395) 江苏省高等学校自然科学研究项目(19KJB580004) 江苏省研究生科研与实践创新计划项目(SJCX22_1569)资助.
关键词 LSTM神经网络 结构健康监测 温度 模态频率 变分模态分解 LSTM neural network structural health monitoring temperature modal frequency variational mode decomposition
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  • 1高赞明,孙宗光,倪一清.基于振动方法的汲水门大桥损伤检测研究[J].地震工程与工程振动,2001(S1):117-124. 被引量:35
  • 2樊可清,倪一清,高赞明.大跨度桥梁模态频率识别中的温度影响研究[J].中国公路学报,2006,19(2):67-73. 被引量:35
  • 3王惠文.光纤传感技术及应用[M].北京:国防工业出版社,2001..
  • 4Salawu O S. Detection of structural damage through changes in frequency: a review [J]. Engineering Structures, 1997, 19(9) : 718 - 723.
  • 5Thomas G C, Dohmann C R. A modal test design strategy for model correlation [ C ]//In: Bathel, ed. Proc 13th Intl Modal Analysis Conference, New York: Union College, Schenectady, 1995:927 - 933.
  • 6Salawu O. Detection of structural damage through changes in frequency., a review [J ]. Engineering Structures, 1997 (19) : 718-723.
  • 7Doebling S, Farrar C,Prime M. A summary review of vibration-based damage identification methods[J]. Shock and Vibration Digest ,1998(30):91-105.
  • 8Alvandi A, Cremona C. Assessment of vibration- based damage identification techniques [J]. Journal of Sound and Vibration ,2006(292) :179-202.
  • 9Montalvao D, Maia N,Ribeiro A. A review of vibration-based structural health monitoring with special emphasis on composite materials[J]. Shock and Vibration Digest, 2006 (38) : 295-324.
  • 10Sohn H, Dzwonezyk M, Straser E G,et al. An experimental study of temperature effect on modal parameters of the Atamosa Canyon bridge [J ]. Earthquake Engineering and Structural Dynamics, 1999 (28):879-897.

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