scholarly journals Numerical study on the behavior of link-to-column connections in eccentrically braced frames

2016 ◽  
Vol 1 (1) ◽  
pp. 1-6
Author(s):  
Fakhredin Danesh ◽  
Mohammad ali Faridalam ◽  
◽  
2016 ◽  
Vol 32 (1) ◽  
pp. 303-321 ◽  
Author(s):  
Ahmet Kuşyılmaz ◽  
Cem Topkaya

This paper reports details of a numerical study undertaken to evaluate seismic response factors for steel eccentrically braced frames (EBFs) using the FEMA P695 methodology. Six archetypes were designed by making use of the current U.S. specifications, and their behavior was assessed by making use of nonsimulated collapse models. Results indicate that the current values of response factors result in designs with higher collapse probabilities than expected. Two modifications were developed to bring the collapse probability of these archetypes to acceptable levels. The first modification is on the deflection amplification factor while the second one is on the response modification coefficient. Six archetypes were redesigned using the proposed modifications and reevaluated using the FEMA P695 methodology. The results indicate that the proposed modifications are adequate to satisfy the target collapse probability. Maximum and cumulative link rotation angles were observed to be less than the predefined limits.


2021 ◽  
Vol 237 ◽  
pp. 112225
Author(s):  
Yasin Onuralp Özkılıç ◽  
Mehmet Bakır Bozkurt ◽  
Cem Topkaya

1980 ◽  
Vol 106 (4) ◽  
pp. 843-860
Author(s):  
Ashok K. Jain ◽  
Subhash C. Goel

1989 ◽  
Vol 115 (8) ◽  
pp. 2046-2066 ◽  
Author(s):  
James M. Ricles ◽  
Egor P. Popov

Sign in / Sign up

Export Citation Format

Share Document