標題: Identifying the stiffness parameters of a structure using a subspace approach and the Gram-Schmidt process in a wavelet domain
作者: Su, Wei-Chih
Huang, Chiung-Shiann
Lien, Ho-Cheng
Le, Quang-Tuyen
土木工程學系
Department of Civil Engineering
關鍵字: Damage assessment;subspace approach;Gram-Schmidt process;modal identification;wavelet transform
公開日期: 13-七月-2017
摘要: This article presents a procedure to improve the accuracy of calculated stiffness matrix of a structure based on the identified modal parameters from its measured responses. First, a continuous wavelet transform is applied to the measured responses of a structure, and the state-space model can be reconstructed by the wavelet coefficients of acceleration that can be obtained from the measured noisy responses. The modal parameters are identified using the subspace approach. Second, the identified mode shapes are corrected via Gram-Schmidt process. Finally, the identified natural frequencies and the corrected mode shapes in previous steps are utilized to build the stiffness matrix of structure. The accuracy of the proposed approach is numerically confirmed, and the noise effects on the ability to precisely identify the stiffness matrix are also investigated. The measured data of two eight-story steel frames in a shaking table test are analyzed to demonstrate the applicability of the procedure to real structures.
URI: http://dx.doi.org/10.1177/1687814017707649
http://hdl.handle.net/11536/145790
ISSN: 1687-8140
DOI: 10.1177/1687814017707649
期刊: ADVANCES IN MECHANICAL ENGINEERING
Volume: 9
Issue: 7
起始頁: 0
結束頁: 0
顯示於類別:期刊論文


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