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Influence of design parameters of buckling-restrained brace on its performance

  • Published:2015-02 Issue: Volume:105 Page:139-150
  • ISSN:0143-974X
  • Container-title:Journal of Constructional Steel Research
  • language:en
  • Short-container-title:Journal of Constructional Steel Research

Author:

Jiang Ziqin,Guo Yanlin,Zhang Bohao,Zhang Xuqiao

Funder

National Natural Science Foundation of China

Tsinghua University of China

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. Status of the art of buckling-restrained braces in Asia;Qiang;J Constr Steel Res,2005

2. An experimental study on the elasto-plastic behavior of unbonded composite bracing (part 1–4). [C];Nagao,1988

3. Experimental study on buckling restrained braces [C];Koetaka,2001

4. Component testing, seismic evaluation and characterization of buckling-restrained braces;Black;J Struct Eng ASCE,2004

5. Behavior and application of buckling-restrained braces assembled with section steels;Yanlin;Build Struct,2010
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