Please use this identifier to cite or link to this item: http://hdl.handle.net/10773/9988
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dc.contributor.authorBhatti, A. Q.pt
dc.contributor.authorVarum, H.pt
dc.date.accessioned2013-03-25T12:00:58Z-
dc.date.available2013-03-25T12:00:58Z-
dc.date.issued2012-
dc.identifier.urihttp://hdl.handle.net/10773/9988-
dc.description.abstractSeismic retrofitting of already constructed buildings is one of the most effective methods of decreasing the risk. However the seismic performance of the structure may not be improved by Strengthening unless the professional engineer selects an appropriate modifying technique based on seismic evaluation of the already constructed structures. In this paper nonlinear static pushover analysis has been performed for the said building. The demand spectrum of ATC 40 procedure for this building was compared with real site based demand spectra. The simulation has been compared with and without strengthened structure. The plastic hinges of the building have been plotted for different safety margins.pt
dc.language.isoengpt
dc.rightsopenAccesspor
dc.subjectPerformance based designpt
dc.subjectPushover analysispt
dc.subjectSeismic strengtheningpt
dc.titleApplication of performance based nonlinear static pushover analysis for seismic design of RC buildingspt
dc.typeconferenceObjectpt
dc.peerreviewedyespt
ua.publicationstatuspublishedpt
ua.event.date24-28 setembro, 2012pt
ua.event.typeconferencept
degois.publication.issuePaper 1411
degois.publication.locationLisboa, Portugalpt
degois.publication.title15th WCEE, World Conference on Earthquake Engineeringpt
degois.publication.title15th WCEE, World Conference on Earthquake Engineering
dc.relation.publisherversionhttp://www.coming.pt/15wcee/index.htmlpt
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