Comparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018

Simple item page
dc.contributor.authorBozkurt, MB
dc.contributor.authorSerin, B
dc.date.accessioned2024-07-18T11:47:02Z
dc.date.available2024-07-18T11:47:02Z
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.
dc.identifier.issn1300-3453
dc.identifier.urihttp://akademikarsiv.cbu.edu.tr:4000/handle/123456789/3206
dc.language.isoTurkish
dc.publisherTURKISH CHAMBER CIVIL ENGINEERS
dc.subjectCONCENTRICALLY BRACED FRAMES
dc.subjectSEISMIC RESPONSE
dc.subjectSTEEL BRACES
dc.subjectBEHAVIOR
dc.subjectMEMBERS
dc.subjectCYCLES
dc.titleComparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018
dc.typeArticle

Files

Collections

Web of Science Koleksiyonu