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dc.contributor.authorSu, W. C.en_US
dc.contributor.authorHuang, C. S.en_US
dc.date.accessioned2019-05-02T00:26:48Z-
dc.date.available2019-05-02T00:26:48Z-
dc.date.issued2017-01-01en_US
dc.identifier.isbn978-1-315-37517-5; 978-1-138-02847-0en_US
dc.identifier.urihttp://hdl.handle.net/11536/151735-
dc.description.abstractStructural modal parameters identification based on the measured responses of structure is a major topic for structural health monitoring. This work presents the use of a Gram-Schmidt process to improve. the accuracy of the identified modal parameters. The wavelet transforms is applied to the measured acceleration responses of a structural system, and to reconstruct the autoregressive with exogenous input (ARX) model in wavelet domain. Next, the identified modal parameters would be calculated from the coefficients matrix. Finally, correcting the identified mode shapes via Gram-Schmidt process. The accuracy of this procedure is numerically confirmed; the effects of the wavelet parameters and noise on the ability to accurately estimate the dynamic characteristics are also investigated.en_US
dc.language.isoen_USen_US
dc.titleAn Application of Gram-Schmidt Process on Structural Modal Parameters Identificationen_US
dc.typeProceedings Paperen_US
dc.identifier.journalLIFE-CYCLE OF ENGINEERING SYSTEMS: EMPHASIS ON SUSTAINABLE CIVIL INFRASTRUCTUREen_US
dc.citation.spage232en_US
dc.citation.epage238en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000463658000023en_US
dc.citation.woscount0en_US
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