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dc.contributor.authorLin, JHen_US
dc.contributor.authorWeng, CCen_US
dc.date.accessioned2014-12-08T15:43:39Z-
dc.date.available2014-12-08T15:43:39Z-
dc.date.issued2001-07-01en_US
dc.identifier.issn0141-0296en_US
dc.identifier.urihttp://dx.doi.org/10.1016/S0141-0296(00)00098-5en_US
dc.identifier.urihttp://hdl.handle.net/11536/29527-
dc.description.abstractPresented herein is a spectral approach to evaluate the seismic pounding probability of two adjacent buildings simulated by multidegree-of-freedom systems and separated by a minimum code-specified separation during a period of time. The analytical approach is based on random vibration theory and total probability theory. Numerical simulations of 36 cases are presented in this study. Results of this investigation reveal that the period ratio of the adjacent buildings plays a major role that affects the pounding risk of adjacent buildings. Also noted is that the effect of period ratio on pounding risk has not yet been taken into account in the seismic pounding related provisions of the Uniform Buildings Code. (C) 2001 Elsevier Science Ltd. All rights reserved.en_US
dc.language.isoen_USen_US
dc.subjectpounding probabilityen_US
dc.subjectseparation distanceen_US
dc.subjectrisk analysisen_US
dc.titleSpectral analysis on pounding probability of adjacent buildingsen_US
dc.typeArticleen_US
dc.identifier.doi10.1016/S0141-0296(00)00098-5en_US
dc.identifier.journalENGINEERING STRUCTURESen_US
dc.citation.volume23en_US
dc.citation.issue7en_US
dc.citation.spage768en_US
dc.citation.epage778en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000168300600003-
dc.citation.woscount6-
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