Comparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018
| dc.contributor.author | Bozkurt, MB | |
| dc.contributor.author | Serin, B | |
| dc.date.accessioned | 2025-04-10T10:27:26Z | |
| dc.date.available | 2025-04-10T10:27:26Z | |
| dc.description.abstract | In 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.issn | 1300-3453 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.14701/34987 | |
| dc.language.iso | Turkish | |
| dc.title | Comparison on Dynamic Performance of CBFs Designed as per TEC2007 and TEC2018 | |
| dc.type | Article |