Through gusset connection for two-story X-braced frames, a numerical study-Reference-Cited by-同舟云学术

Through gusset connection for two-story X-braced frames, a numerical study

Published:2020-10 Issue: Volume:27 Page:285-296
ISSN:2352-0124
Container-title:Structures
language:en
Short-container-title:Structures

Author:

Roostaeyan Elahe,Rasoul Mirghaderi Seyed,Ghazizadeh Sina^ORCID,Zahrai Seyed Mehdi

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference31 articles.

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3. Seismic response of concentrically braced steel frames;Redwood;Can J Civ Eng,1991

4. Making use of brace overstrength to improve the seismic response of multistorey split-X concentrically braced steel frames;Lacerte;Can J Civ Eng,2006

5. Chen CH, Mahin SA. Performance based seismic demand assessment of concentrically braced steel frame buildings. PEER report 2012/103. Berkeley, California: Pacific Earthquake Engineering Research Center, Headquarters at University of California; 2012.

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