Performance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem]

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dc.contributor.authorErdem R.T.
dc.date.accessioned2024-07-22T08:12:35Z
dc.date.available2024-07-22T08:12:35Z
dc.date.issued2016
dc.description.abstractDetermination of seismic performance is a significant task in the performancebased seismic analysis of structures. The consistency between analysis results obtained according to various codes is highly significant for seismic evaluation of structures. Non-linear performance of three reinforced concrete buildings having a soft storey irregularity is studied based on the finite elements analysis according to FEMA-356, FEMA-440, and Turkish Earthquake Code - 2007. Damage situations, modal properties, storey drift ratios, and global performance levels are comparatively presented for each structure, and appropriate suggestions are given.
dc.identifier.DOI-ID10.14256/JCE.1133.2014
dc.identifier.issn03502465
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/16114
dc.language.isoEnglish
dc.publisherUnion of Croatian Civil Engineers and Technicians
dc.rightsAll Open Access; Gold Open Access
dc.titlePerformance evaluation of reinforced concrete buildings with softer ground floors; [Ocjena ponašanja armiranobetonskih zgrada s mekim prizemljem]
dc.typeArticle

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