Author/Authors
DURGUN, Yavuz İstanbul Teknik Üniversitesi, Ayazağa Yerleşkesi - İnşaat Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , VATANSEVER, Cüneyt İstanbul Teknik Üniversitesi, Ayazağa Yerleşkesi - İnşaat Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , GİRGİN, Konuralp İstanbul Teknik Üniversitesi, Ayazağa Yerleşkesi - İnşaat Fakültesi - İnşaat Mühendisliği Bölümü, Turkey , ORAKDÖĞEN, Engin İstanbul Teknik Üniversitesi, Ayazağa Yerleşkesi - İnşaat Fakültesi - 1İnşaat Mühendisliği Bölümü, Turkey
Title Of Article
THE SEISMIC PERFORMANCE EVALUATION OF AN ECCENTRICALLY BRACED STEEL FRAME BY NON-LINEAR DYNAMIC ANALYSIS
شماره ركورد
40658
Abstract
The goal of this paper is to investigate the non-linear response and to assess the seismic performance of a six story eccentrically braced steel frame (EBF). For this, split-K-braced EBF with high ductility level designed according to the Turkish Earthquake Code-2007 (TEC-07) is analyzed under seven selected earthquake records. The performance of the EBF is assessed considering drift, story and base shear demands, brace and column axial forces and bending moment demands, link beam shear force and rotation demands. Mean values of the demands are used in the performance assessment. The provisions based on capacity design approach specified in TEC-07 for EBFs with high ductility level are discussed by employing the findings..
From Page
266
NaturalLanguageKeyword
Eccentrically braced steel frame , Link beam , Time history analysis , Non , linear analysis , Performance evaluation
JournalTitle
Pamukkale University Journal Of Engineering Sciences
To Page
274
JournalTitle
Pamukkale University Journal Of Engineering Sciences
Link To Document