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dc.contributor.authorKarakaş, Çiğdem Çıraken_US
dc.contributor.authorPalanci, Mehmeten_US
dc.contributor.authorŞenel, Şevket Muraten_US
dc.date.accessioned2022-02-17T12:50:41Z
dc.date.available2022-02-17T12:50:41Z
dc.date.issued2022en_US
dc.identifier.citationCirak Karakas, C., Palanci, M., & Senel, S. M. (2022). Fragility based evaluation of different code based assessment approaches for the performance estimation of existing buildings. Bulletin of Earthquake Engineering, 1685-1716.en_US
dc.identifier.urihttps://doi.org/10.1007/s10518-021-01292-w
dc.identifier.urihttps://hdl.handle.net/20.500.12294/2970
dc.description.abstractSeismic performance of existing buildings constructed before modern seismic design codes is one of the important problems of earthquake prone countries. Increasing life and economic losses after strong earthquakes shows the necessity of seismic performance assessment studies and methods. Therefore, in this study assessment methods recommended by different seismic codes were investigated and probabilistically assessed by comparing the fragility curves of existing low- to mid-rise RC structures. Building performances were determined according to TEC-2007, TBEC-2018, EC8/3 and ASCE 41-17. Eight different occupied buildings, classified according to construction dates (old and new) and story numbers (3 to 6), were selected and investigated by using these codes. At first, building capacity curves and damage limits, defined by the different code methods, were determined via pushover analyses. Structures were then subjected to more than 300 real strong ground motion (GM) records employing nonlinear dynamic analysis and fragility curves were obtained. Static analysis results showed that strength, stiffness and deformation capacity of new buildings are significantly higher than old ones according to all seismic codes considered and it is observed that TBEC-2018 gives the most conservative capacity estimations with respect to others. Comparison of fragility curves indicated that damage probabilities of TBEC-2018 and EC8/3 are higher than other seismic codes and this situation is valid for all story number and building age classes. In most cases TBEC-2018 and TEC-2007 results represent the upper and lower bounds of damage probabilities. It was also found that building age is the most effective parameter that affect the fragilities of existing buildings. Distribution of fragility curves imply that different code methods can give significantly different damage estimations under identical seismic demand levels.en_US
dc.language.isoengen_US
dc.relation.ispartofBulletin of Earthquake Engineeringen_US
dc.identifier.doi10.1007/s10518-021-01292-wen_US
dc.identifier.doi10.1007/s10518-021-01292-w
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectReinforced Concreteen_US
dc.subjectSeismic Codesen_US
dc.subjectFragility Curvesen_US
dc.subjectCapacity Curvesen_US
dc.subjectLow and Mid-Rise Buildingsen_US
dc.subjectExisting Buildingsen_US
dc.titleFragility Based Evaluation of Different Code Based Assessment Approaches for The Performance Estimation of Existing Buildingsen_US
dc.typearticleen_US
dc.departmentMühendislik ve Mimarlık Fakültesi, İnşaat Mühendisliği Bölümüen_US
dc.authorid0000-0002-9223-5629en_US
dc.identifier.volume20en_US
dc.identifier.issue3en_US
dc.identifier.startpage1685en_US
dc.identifier.endpage1716en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US


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