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Simultaneous identification of structural parameters and input time history from output-only measurements

机译:从仅输出的测量中同时识别结构参数和输入时间历史

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摘要

A new time-domain method is suggested in this paper for simultaneous identification of the structural parameters and the time history of the input excitation using output-only measurements. The proposed method is based on an iterative identification procedure consisting of the least-squares identification technique and a modification process between each iterative step. The modification process is introduced to convert the spatial information of the external excitation into mathematical conditions. First, the unknown force vector is conjectured through the equation of motion using the initial guess of the structural parameters and the measured structural responses. The estimated input force vector is then modified to force it comply with the spatial distribution of the external excitations. The modified input force vector is further used to provide new estimation of structural parameters. Repeat the aforementioned procedure until the structural parameters satisfy the preset convergence criterion. Numerical examples as shear building and truss bridge model are employed to evaluate the feasibility of the proposed method. In the numerical examples, typical scenario of complete and noise-free as well as incomplete and noise-contaminated output measurements are considered. The results demonstrate that the proposed method can accurately identify both the structural parameters and the input time history for the cases that the structural responses are not polluted or slightly contaminated by measurement noise.
机译:本文提出了一种新的时域方法,用于使用仅输出测量值同时识别结构参数和输入激励的时程。所提出的方法基于由最小二乘识别技术和每个迭代步骤之间的修改过程组成的迭代识别过程。引入了修改过程,以将外部激励的空间信息转换为数学条件。首先,使用结构参数的初始猜测和测得的结构响应,通过运动方程式推测未知的力矢量。然后修改估计的输入力矢量,以使其强制遵守外部激励的空间分布。修改后的输入力矢量进一步用于提供结构参数的新估计。重复上述步骤,直到结构参数满足预设的收敛准则为止。以剪力建筑物和桁架桥模型为例,验证了该方法的可行性。在数值示例中,考虑了完整和无噪声以及不完整和受噪声污染的输出测量的典型方案。结果表明,对于结构响应不受污染或轻微污染的情况,该方法可以准确识别结构参数和输入时间历史。

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