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Historical structures vulnerability evaluation using fragility curves

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dc.contributor.author Syrmakezis, CA en
dc.contributor.author Antonopoulos, AK en
dc.contributor.author Mavruli, OA en
dc.date.accessioned 2014-03-01T02:50:06Z
dc.date.available 2014-03-01T02:50:06Z
dc.date.issued 2005 en
dc.identifier.uri https://dspace.lib.ntua.gr/xmlui/handle/123456789/34900
dc.relation.uri http://www.scopus.com/inward/record.url?eid=2-s2.0-80053422883&partnerID=40&md5=aab2b7318b1b7b71d6a1fd90584057ae en
dc.subject Fragility curves en
dc.subject Historical structures en
dc.subject Masonry structures en
dc.subject Probabilistic analysis en
dc.subject Seismic vulnerability en
dc.subject.other Fragility curves en
dc.subject.other Historical structures en
dc.subject.other Masonry structures en
dc.subject.other Probabilistic analysis en
dc.subject.other Seismic vulnerability en
dc.subject.other Computer aided engineering en
dc.subject.other Density (specific gravity) en
dc.subject.other Environmental engineering en
dc.subject.other Masonry materials en
dc.subject.other Probability density function en
dc.subject.other Earthquakes en
dc.title Historical structures vulnerability evaluation using fragility curves en
heal.type conferenceItem en
heal.publicationDate 2005 en
heal.abstract In this paper, a methodology for the probabilistic evaluation of seismic vulnerability of historical structures and monuments is proposed. The random character of the mechanical properties variations of masonry is taken into account and fragility curves are constructed, based on appropriate density functions and thus representing the probability of certain damage ranks under the effect of various earthquake intensities. The application of the methodology is illustrated through a case study, a Byzantine monastery situated in Athens, Greece. © 2005 Civil-Comp Press. en
heal.journalName Proceedings of the 10th International Conference on Civil, Structural and Environmental Engineering Computing, Civil-Comp 2005 en


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