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dc.contributor.authorLin, JHen_US
dc.contributor.authorWeng, CCen_US
dc.date.accessioned2014-12-08T15:42:41Z-
dc.date.available2014-12-08T15:42:41Z-
dc.date.issued2002-03-01en_US
dc.identifier.issn0253-3839en_US
dc.identifier.urihttp://hdl.handle.net/11536/28967-
dc.description.abstractThis study investigates the seismic pounding probability of buildings in the Taipei metropolitan area. Detailed procedures of the analytical method are presented. The results indicate that the building separation specified in the Seismic Provisions of the 1997 Taiwan Building Code (TBC'97) generally provides a relatively conservative estimate compared to that specified in the 19,94 Uniform Building Code (UBC'94) for the required distance to avoid pounding. This observation is demonstrated by comparing both the separation distance and/or the pounding probability of adjacent buildings based on the TBC'97 with those based on the UBC'94. The comparison results also reveal that the building separation distance specified by the TBC'97 is 1.6 times that specified by the UBC94 for the same building and site soil condition. If a reduction coefficient of 0.375 is adopted instead of the 0.6 specified in the TBC'97 to consider the effect of vibration phase difference of adjacent buildings, the critical pounding risk of the TBC'97 and the UBC'94 will be similar.en_US
dc.language.isoen_USen_US
dc.subjectseismic pounding probabilityen_US
dc.subjectbuilding separation distanceen_US
dc.subjectTaipei metropolitan areaen_US
dc.titleA study on seismic pounding probability of buildings in Taipei metropolitan areaen_US
dc.typeArticleen_US
dc.identifier.journalJOURNAL OF THE CHINESE INSTITUTE OF ENGINEERSen_US
dc.citation.volume25en_US
dc.citation.issue2en_US
dc.citation.spage123en_US
dc.citation.epage135en_US
dc.contributor.department土木工程學系zh_TW
dc.contributor.departmentDepartment of Civil Engineeringen_US
dc.identifier.wosnumberWOS:000174712300001-
dc.citation.woscount7-
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