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Steel braced frames behaviour in seismic region
| dc.contributor.author | Essiz, Ö | |
| dc.date.accessioned | 2025-01-09T20:08:13Z | |
| dc.date.available | 2025-01-09T20:08:13Z | |
| dc.date.issued | 1999 | |
| dc.identifier.isbn | 975-561-166-5 | |
| dc.identifier.uri | https://hdl.handle.net/20.500.14124/8078 | |
| dc.description | International Conference on the Kocaeli Earthquake -- DEC 02-05, 1999 -- ISTANBUL TECH UNIV, ISTANBUL, TURKEY | en_US |
| dc.description.abstract | In simple terms, braced frames may be considered as cantilevered vertical trusses resisting lateral loads primarily through the axial stiffness of columns and braces. The diagonals and girders work as the web members in resisting the horizontal shear, with diagonals in axial compression or tension depending upon their direction of inclination. Steel braced frame buildings configuration in earthquake region behave effectively against lateral forces. In this paper, steel braced frames behaviour in seismic region are searched. Firstly bracing systems, secondly the types of braces are explained. Finally, a number of braced frame buildings are studied. | en_US |
| dc.description.sponsorship | IAH,Milliyet,DOGUS,ARMO,GAMA,UCEM,Terk tel,Izomas,THY,Delta AS,ITU TUBITAK Konut Arastirma Unitesi | en_US |
| dc.language.iso | eng | en_US |
| dc.publisher | Istanbul Technical Univ Faculty Civil Engineering Printhouse | en_US |
| dc.relation.ispartof | Itu-Iahs International Conference on Kocaeli Earthquake - 17 August 1999: A Scientific Assessment and Recommendations For Re-Building | en_US |
| dc.rights | info:eu-repo/semantics/closedAccess | en_US |
| dc.title | Steel braced frames behaviour in seismic region | en_US |
| dc.type | conferenceObject | en_US |
| dc.department | Mimar Sinan Güzel Sanatlar Üniversitesi | en_US |
| dc.identifier.startpage | 351 | en_US |
| dc.identifier.endpage | 363 | en_US |
| dc.relation.publicationcategory | Konferans Öğesi - Uluslararası - Kurum Öğretim Elemanı | en_US |
| dc.identifier.wosquality | N/A | |
| dc.identifier.wos | WOS:000180001400037 | |
| dc.indekslendigikaynak | Web of Science | en_US |
| dc.snmz | KA_20250105 |
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