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Study of Buckling-restrained braces behavior against cyclic loads compared with conventional braces

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Authors Study of Buckling-restrained braces behavior against cyclic loads compared with conventional braces

  Amir Azmani Mollabashi - BSc student of Civil engineering, Qom University of technology (QUT), Qom, Iran
  Mohammad Amin Mohammadi Alborzi - BSc student of Civil engineering, Qom University of technology (QUT), Qom, Iran
  Baitollah Badarloo - Faculty member of Qom University of technology (QUT), Qom, Iran

Abstract:

Buckling-restrained braces (BRBs) are able to dissipate a large amount of energy due to their ductile capacity compared with conventional braces. And also their symmetrical and excellent hysteretic behavior helps predicting of their behavior. In this paper a conventional moment resist-chevron brace dual system and a moment resist-BRB dual system is modeled and subjected to a cyclic load up to 6% drift angle ratio using ABAQUS. Energy dissipation and ductility factor of both systems had calculated and compared.

Keywords:

Buckling-restrained braces, energy dissipation, hysteretic behavior, ductility, ABAQUS

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COI code: SECM03_035

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Azmani Mollabashi, Amir; Mohammad Amin Mohammadi Alborzi & Baitollah Badarloo, 2019, Study of Buckling-restrained braces behavior against cyclic loads compared with conventional braces, rd International Conference on Applied Researches in Structural Engineering and Construction Management (secm2019), تهران, دانشگاه صنعتي شريف, https://www.civilica.com/Paper-SECM03-SECM03_035.htmlInside the text, wherever referred to or an achievement of this article is mentioned, after mentioning the article, inside the parental, the following specifications are written.
First Time: (Azmani Mollabashi, Amir; Mohammad Amin Mohammadi Alborzi & Baitollah Badarloo, 2019)
Second and more: (Azmani Mollabashi; Mohammadi Alborzi & Badarloo, 2019)
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Type: state university
Paper No.: 562
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