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A frequency and spatial domain decomposition method for operational strain modal analysis and its application

机译:一种工作应变模态分析的频空域分解方法及其应用

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Operational modal analysis (OMA), where only the responses are utilized, has been applied to various engineering problems more commonly due to its advantages in real life implementations. A frequency and spatial domain decomposition method for operational modal analysis making use of strain measurements is presented in this paper. With the proposed algorithm, accurate global characteristics of a structure can be obtained from only the measured strain responses. Singular value decomposition, power spectrum enhancement, and the least square fitting techniques are adopted to decouple and obtain the strain modes one by one. Strain modal analysis and acceleration modal analysis are conducted simultaneously to extract the modal parameters of a four-span bridge model with a pair of heavily coupled modes. The processes and the results are carefully compared with each other. Starting from the abnormal strain modes observed, the accidental change of a boundary condition of the bridge model is successfully detected, and also accurately located by the correlation calculation of strain mode shapes. (C) 2016 Elsevier Ltd. All rights reserved.
机译:操作模态分析(OMA)仅利用响应,由于其在现实生活中的优势,已更广泛地应用于各种工程问题。本文提出了一种利用应变测量进行运行模态分析的频域和空间域分解方法。使用提出的算法,仅从测得的应变响应中可以获得结构的精确全局特性。采用奇异值分解,功率谱增强和最小二乘拟合技术来解耦并获得应变模式。同时进行应变模态分析和加速度模态分析,以提取具有一对重耦合模式的四跨桥梁模型的模态参数。将过程和结果进行仔细地相互比较。从观察到的异常应变模式开始,成功检测到桥梁模型边界条件的偶然变化,并通过应变模式形状的相关计算也可以精确定位。 (C)2016 Elsevier Ltd.保留所有权利。

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