Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology-Reference-Cited by-同舟云学术

Seismic performance evaluation of eccentrically braced frames with long links using FEMA P695 methodology

Published:2022-05 Issue: Volume:258 Page:114104
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Ün Elif Müge,Al-Janabi Musab Aied Qissab,Topkaya Cem

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference67 articles.

1. AISC. ANSI/AISC 341-16. Seismic Provisions for Structural Steel Buildings. American Institute of Steel Construction, Chicago, IL. 2016.

2. A review of research on steel eccentrically braced frames;Kazemzadeh Azad;J Constr Steel Res,2017

3. Engelhardt MD, Popov EP. Behavior of long links in eccentrically braced frames, Earthquake Engineering Research Center, University of California, Berkeley, CA, Report No. UCB/EERC-89/01, 1989.

4. Seismic Performance of link-to-column connections in steel eccentrically braced frames;Okazaki,2004

5. Experimental study of local buckling, overstrength and fracture of links in eccentrically Braced Frames;Okazaki;J Struct Eng ASCE,2005

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