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dc.contributor.authorPalancı, Mehmeten_US
dc.contributor.authorŞenel, Şevket Muraten_US
dc.contributor.authorKalkan, Alien_US
dc.date.accessioned2017-03-22T11:05:21Z
dc.date.available2017-03-22T11:05:21Z
dc.date.issued2017
dc.identifier.citationPalancı, M., Şenel, Şevket M., Kalkan, A. (2017). Assessment of one story existing precast industrial buildings in Turkey based on fragility curves. Bulletin of Earthquake Engineering.15.1, 271-289.en_US
dc.identifier.issn15731456
dc.identifier.issn1570761X
dc.identifier.urihttps://hdl.handle.net/20.500.12294/798
dc.identifier.urihttp://dx.doi.org/10.1007/s10518-016-9956-x
dc.descriptionPalancı, Mehmet (Arel Author)en_US
dc.description.abstractIn this study, seismic assessment of one story precast industrial buildings that constitute majority of industrial facilities in Turkey was investigated by using probabilistic approach. For this purpose, 98 one story precast industrial buildings that represent general structural aspects of precast industrial building stock of Turkey were used. Strength and deformation capacities of buildings were determined by inelastic methods and seismic demands were calculated by nonlinear time history analyses. In order to represent low, moderate and high intensity earthquake levels, more than 300 ground motion records were used. Fragility curves of precast buildings were then constructed by comparing the displacement capacities and seismic demands. Peak ground velocity was used as ground motion parameter to construct analytical fragility curves. Assessment of inventory buildings was performed by considering the effect of lateral strength ratio, stiffness and ductility parameters. Observations have shown that probabilities of lower damage levels (slight and moderate) are almost similar and they are independent from structural parameters considered. It was also observed that ductility and lateral strength ratios (Vt/W) have significant effect on seismic fragilities of precast industrial buildings at higher damage levels. Based on the observations, building stock was classified in three groups. Results have shown that strength and ductility based classification of existing precast industrial buildings is quite effective and it can be used as an important tool for the seismic assessment studies of one story precast industrial buildings.en_US
dc.language.isoengen_US
dc.publisherSpringeren_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectFragility Curveen_US
dc.subjectNonlinear Time History Analysisen_US
dc.subjectPrecast Industrial Buildingsen_US
dc.subjectStructural Parametersen_US
dc.titleAssessment of one story existing precast industrial buildings in Turkey based on fragility curvesen_US
dc.typearticleen_US
dc.relation.journalBulletin of Earthquake Engineeringen_US
dc.contributor.departmentİstanbul Arel Üniversitesi, Mühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümü.en_US
dc.contributor.authorIDTR201975en_US
dc.contributor.authorIDTR49165en_US
dc.contributor.authorIDTR45074en_US
dc.identifier.volume15en_US
dc.identifier.issue1en_US
dc.identifier.startpage271en_US
dc.identifier.endpage289en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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