Comparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018; [DBYBHY-2007 ve TBDY-2018 Esas Alınarak Boyutlandırılan MÇÇÇ’lerin Deprem Performanslarının Karşılaştırılması]

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dc.contributor.authorBozkurt M.B.
dc.contributor.authorSerın B.
dc.date.accessioned2024-07-22T08:06:30Z
dc.date.available2024-07-22T08:06:30Z
dc.date.issued2021
dc.description.abstractIn this study, dynamic performance of six chevron and split-X braced concentrically braced frames (CBFs) having 3, 6 and 9 number of stories designed as per Turkish Seismic Code 2007 (TSC-2007) and Turkish Seismic Code for Buildings 2018 (TSCB-2018) were compared. By using Opensees software, a total of 1056 nonlinear time history analyses was conducted under 44 far-field ground motions scaled based on TSC-2007 and TSCB-2018 by considering maximum considered earthquake having a 2% probability of being exceeded in 50 years. The results indicate that the archetypes designed as per TSCB-2018 are more reliable in CBFs employing both chevron and split-X brace configuration. © 2021 Turkish Chamber of Civil Engineers. All rights reserved.
dc.identifier.DOI-ID10.18400/tekderg.620816
dc.identifier.issn13003453
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/13565
dc.language.isoTurkish
dc.publisherTurkish Chamber of Civil Engineers
dc.rightsAll Open Access; Gold Open Access
dc.subjectStructural frames
dc.subjectAND splits
dc.subjectChevron braces
dc.subjectConcentrically braced frames
dc.subjectDynamic performance
dc.subjectSplit-X brace
dc.subjectTurkish seismic code 2007
dc.subjectTurkish seismic code for building 2018
dc.subjectTurkish seismic codes
dc.subjectUnbalanced force
dc.subjectSeismology
dc.titleComparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018; [DBYBHY-2007 ve TBDY-2018 Esas Alınarak Boyutlandırılan MÇÇÇ’lerin Deprem Performanslarının Karşılaştırılması]
dc.typeArticle

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