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dc.contributor.authorLin, Tzu-Kangen_US
dc.contributor.authorLainez, Ana Gabrielaen_US
dc.date.accessioned2018-08-21T05:53:18Z-
dc.date.available2018-08-21T05:53:18Z-
dc.date.issued2018-01-01en_US
dc.identifier.issn1099-4300en_US
dc.identifier.urihttp://dx.doi.org/10.3390/e20010049en_US
dc.identifier.urihttp://hdl.handle.net/11536/144513-
dc.description.abstractIn this paper, a structural health monitoring (SHM) system based on multi-scale cross-sample entropy (MSCE) is proposed for detecting damage locations in multi-bay three-dimensional structures. The location of damage is evaluated for each bay through MSCE analysis by examining the degree of dissimilarity between the response signals of vertically-adjacent floors. Subsequently, the results are quantified using the damage index (DI). The performance of the proposed SHM system was determined in this study by performing a finite element analysis of a multi-bay seven-story structure. The derived results revealed that the SHM system successfully detected the damaged floors and their respective directions for several cases. The proposed system provides a preliminary assessment of which bay has been more severely affected. Thus, the effectiveness and high potential of the SHM system for locating damage in large and complex structures rapidly and at low cost are demonstrated.en_US
dc.language.isoen_USen_US
dc.subjectmulti-bayen_US
dc.subjectthree-dimensionalen_US
dc.subjectstructural health monitoringen_US
dc.subjectmulti-scaleen_US
dc.subjectcross-sample entropyen_US
dc.titleEntropy-Based Structural Health Monitoring System for Damage Detection in Multi-Bay Three-Dimensional Structuresen_US
dc.typeArticleen_US
dc.identifier.doi10.3390/e20010049en_US
dc.identifier.journalENTROPYen_US
dc.citation.volume20en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000424876200048en_US
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