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dc.contributor.authorLee, Chienliangen_US
dc.contributor.authorWang, Yenpoen_US
dc.date.accessioned2019-12-13T01:12:53Z-
dc.date.available2019-12-13T01:12:53Z-
dc.date.issued2019-01-01en_US
dc.identifier.issn1755-1307en_US
dc.identifier.urihttp://dx.doi.org/10.1088/1755-1315/283/1/012067en_US
dc.identifier.urihttp://hdl.handle.net/11536/153315-
dc.description.abstractThis study presents assessment of floor micro-vibrations induced by moving vehicles in high technology factories by using a fragility-based method. A series of time history analysis of a simplified three-span continuous beam model under moving loads simulated by a modified Kanai-Tajimi power spectral density (PSD) function considering various vehicle weights and moving speeds is performed. The best-fitting surface in terms of the maximum root mean square (RMS) velocity responses and their corresponding pair of the vehicle weight and moving speed is obtained by using the least square regression method. With the regression surface denoting the mean values and the standard deviation obtained, the fragility surfaces for each vibration criterion or limit are further constructed. The assessment of the floor micro-vibration in terms of probability of exceeding a given vibration limit for various pairs of vehicle weight and moving speed can be read accordingly from the fragility surfaces.en_US
dc.language.isoen_USen_US
dc.subjectMicro-vibrationen_US
dc.subjectHigh technology factoryen_US
dc.subjectMoving loadsen_US
dc.subjectTime history analysisen_US
dc.subjectFragility surfacesen_US
dc.titleAssessment of Floor Micro-Vibrations Induced by Moving Vehicles in High Technology Factories Using a Fragility-Based Methoden_US
dc.typeProceedings Paperen_US
dc.identifier.doi10.1088/1755-1315/283/1/012067en_US
dc.identifier.journal5TH INTERNATIONAL CONFERENCE ON ENVIRONMENTAL SCIENCE AND CIVIL ENGINEERING (ESCE2019)en_US
dc.citation.volume283en_US
dc.citation.spage0en_US
dc.citation.epage0en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000494643600067en_US
dc.citation.woscount0en_US
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