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dc.contributor.authorLin, T. K.en_US
dc.contributor.authorHung, S. L.en_US
dc.contributor.authorHuang, C. S.en_US
dc.date.accessioned2014-12-08T15:23:56Z-
dc.date.available2014-12-08T15:23:56Z-
dc.date.issued2012-07-01en_US
dc.identifier.issn0219-4554en_US
dc.identifier.urihttp://dx.doi.org/1250029en_US
dc.identifier.urihttp://hdl.handle.net/11536/16654-
dc.description.abstract"This paper intends to detect the damage locations for building structures under an earthquake excitation using a novel substructure-based FRF approach with a damage location index (SubFRFDI). An Imote2.NET-based wireless structural health monitoring system was developed and employed in the experimental studies for the sake of deployment flexibility, low maintenance cost, low power consumption, self-organization capability, and wireless communication capability. The feasibility of the proposed approach for damage detection was examined using the numerical response of a six-storey shear plane frame structure subjected to a base excitation. The results demonstrate that the SubFRFDI can be successfully used to identify the damage of different levels at a single site or multiple sites. The SubFRFDI is independent of the responses to various input earthquake excitations. Even with the addition of noises, the SubFRFDI still functions well. The feasibility and robustness of the proposed Imote2.NET-based wireless structural health monitoring system were assessed using a 1/8-scale three-storey steel-frame model. Following this, the proposed SubFRFDI was further applied to identifying the damage locations in a 1/4-scale six-storey steel structure with the proposed Imote2.NET-based wireless monitoring system. It was confirmed experimentally that good data transportation quality can be achieved via reliable data transmission and sensing protocol in identifying the structural dynamic properties, and the proposed SubFRFDI can be used to identify the damage locations effectively."en_US
dc.language.isoen_USen_US
dc.subjectStructural health monitoringen_US
dc.subjectFRFen_US
dc.subjectsubstructureen_US
dc.subjectdamage location detectionen_US
dc.subjectwireless sensor networksen_US
dc.titleDETECTION OF DAMAGE LOCATION USING A NOVEL SUBSTRUCTURE-BASED FREQUENCY RESPONSE FUNCTION APPROACH WITH A WIRELESS SENSING SYSTEMen_US
dc.typeArticleen_US
dc.identifier.doi1250029en_US
dc.identifier.journalINTERNATIONAL JOURNAL OF STRUCTURAL STABILITY AND DYNAMICSen_US
dc.citation.volume12en_US
dc.citation.issue4en_US
dc.citation.epageen_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000306327100008-
dc.citation.woscount4-
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