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dc.contributor.authorBaharvand, Aref
dc.contributor.authorRanjbaran, Abdolrasoul
dc.contributor.authorBaharvand, Mohammad
dc.date.accessioned2023-07-22T05:31:59Z
dc.date.available2023-07-22T05:31:59Z
dc.date.issued2021en_US
dc.identifier.issn1570-761X
dc.identifier.issn1573-1456
dc.identifier.urihttps://hdl.handle.net/11363/5058
dc.description.abstractThe fragility curves are known as an efcient probabilistic-base tool used to evaluate vulnerabilities in various felds. However, accurate access to these curves has always been associated with complexities that have made it difcult for structural designers to achieve. Many attempts have been made to provide a new fragility function using State-based philosophy (SBP) theory to replace the conventional fragility function in recent years. A method in which gradual changes in structural properties due to a destructive factor is generally used to ultimately create a function with a new structure to describe the structure’s fragility. In this study, after the usual method of obtaining the fragility curve is briefy reviewed, the new structure proposed for the fragility function by SBP will be explained. A completely new technique will then be introduced using a combination of selected (and not complete) information from the usual incremental dynamic analysis method in the SBP fragility function. The result is a fragility curve with perfectly acceptable accuracy that computational eforts to achieve have been dramatically reduced. This claim’s validity is examined by performing this technique on some two-dimensional special moment frames models, and its advantages and disadvantages and accuracy are further explored.en_US
dc.language.isoengen_US
dc.publisherSPRINGER, VAN GODEWIJCKSTRAAT 30, 3311 GZ DORDRECHT, NETHERLANDSen_US
dc.relation.isversionof10.1007/s10518-021-01089-xen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.rightsAttribution-NonCommercial-NoDerivs 3.0 United States*
dc.rights.urihttp://creativecommons.org/licenses/by-nc-nd/3.0/us/*
dc.subjectProbabilistic seismic demand modelsen_US
dc.subjectPerformance-based earthquake engineeringen_US
dc.subjectState-based philosophyen_US
dc.subjectFragility curveen_US
dc.subjectFragility functionen_US
dc.subjectIncremental dynamic analysisen_US
dc.titleInnovative technique to develop fragility curve based on state-based philosophyen_US
dc.typearticleen_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.departmentMühendislik ve Mimarlık Fakültesien_US
dc.authoridhttp://orcid.org/0000-0003-2418-306Xen_US
dc.identifier.volume19en_US
dc.identifier.issue7en_US
dc.identifier.startpage2867en_US
dc.identifier.endpage2891en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.institutionauthorBaharvand, Mohammad


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