作者
Xi Li, De-Yi Zhang, Wei-Ming Yan, Wei-Chau Xie, Mahesh D Pandey
发表日期
2014/12/2
期刊
Structure and Infrastructure Engineering
卷号
10
期号
12
页码范围
1620-1637
出版商
Taylor & Francis
简介
The objectives of this paper are to integrate the structural health monitoring (SHM) technique with the structural seismic analysis, and to make the SHM technique serve, benefit and promote the structural seismic analysis integrally. Therefore, considering a concrete-filled steel tubular arch bridge structure, the SHM technique is used to calibrate the finite element (FE) model through the model-updating scheme to minimise the structural response differences caused by FE model errors. Effects of model updating on structural seismic responses are investigated using the stochastic vibration analysis approach. It is observed that effects of model updating are significant on structural seismic responses, and these effects may become more evident in structural nonlinear dynamic analysis. Hence, it is of prime importance to calibrate the FE models through the SHM technique for seismic evaluations of some operational …
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