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dc.contributor.authorLin, JHen_US
dc.contributor.authorWeng, CCen_US
dc.date.accessioned2014-12-08T15:43:22Z-
dc.date.available2014-12-08T15:43:22Z-
dc.date.issued2001-10-01en_US
dc.identifier.issn0098-8847en_US
dc.identifier.urihttp://dx.doi.org/10.1002/eqe.78en_US
dc.identifier.urihttp://hdl.handle.net/11536/29356-
dc.description.abstractThe need to investigate the level of seismic pounding risk of buildings is apparent in future building code calibrations. In order to provide further insight into the pounding risk of adjacent buildings, this study develops a numerical simulation approach to estimate the seismic pounding risk of adjacent buildings separated by a minimum code-specified separation distance during a certain period of time. It has been demonstrated that the period ratio of adjacent buildings is an important parameter that affects the pounding risk of adjacent buildings. However, there is no specific consideration for the period ratio in the related seismic pounding provisions of the 1997 Uniform Building Code. Results also reveal that, for two adjacent buildings, the probability distribution of required distance to avoid seismic pounding fits very well with the type I extreme value distribution. Copyright (C) 2001 John Wiley & Sons, Ltd.en_US
dc.language.isoen_USen_US
dc.subjectadjacent buildingen_US
dc.subjectpounding probabilityen_US
dc.subjectrisk analysisen_US
dc.titleProbability analysis of seismic pounding of adjacent buildingsen_US
dc.typeArticleen_US
dc.identifier.doi10.1002/eqe.78en_US
dc.identifier.journalEARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICSen_US
dc.citation.volume30en_US
dc.citation.issue10en_US
dc.citation.spage1539en_US
dc.citation.epage1557en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000171231700007-
dc.citation.woscount20-
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