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Seismic Behavior Of Steel Structure With Buckling-restrained Braces ( Brb )

Submitted2015-11-03
Last Update2016-01-07
TitleSeismic Behavior Of Steel Structure With Buckling-restrained Braces ( Brb )
Author(s)Author #1
Author title:
Name: M. Reza Bagerzadeh Karimi
Org: Young Researchers and Elite Club, Tabriz Branch, Islamic Azad University, Tabriz, Iran
Country:
Email: MRBKarimi@yrct.ir

Author #2
Author title:
Name: R. Mehdi Nezhad
Org: Department of Civil Engineering, Maraghe Branch, Islamic Azad University, Iran
Country:
Email: rzafarsad@yahoo.com@gmail.com

Author #3
Author title:
Name: V. Sadeghi Balkanlou
Org: Young Researchers and Elite Club, Tabriz Branch, Islamic Azad University, Tabriz, Iran
Country:
Email: v.sadeghi2009@gmail.com

Author #4
Author title:
Name: M. Agabalaie Khordachi
Org: Department of Civil Engineering, Maraghe Branch, Islamic Azad University, Iran
Country:
Email: m_agabalai@yahoo.com

Other Author(s)
Contact AuthorAuthor #1
Alt Email: mrbkarimi@gmail.com
Telephone:
KeywordsBuckling-restrained braced frame (BRBF), Energy-dissipating, ABAQUS, SAP2000, Impact load
AbstractOne of the main purposes of designing buckling-restrained braces is that the entire lateral load is wasted by braces and the entire gravitational load is moved to the foundation by beams, and the columns can be moved to the foundation. In other words, braces are designed for lateral load. It should be noted in the implementation of the structure that the implementation of various parts of the structure must be such that the buckling-restrained braces would not bear the gravitational load. Also, this type of brace was investigated under impact loading, and the design goals of designing method (direct motion) are controlled under impact loading. The results of dynamic analysis are shown as relocation charts of floors and switching between floors, and the results are compared.
Paperview paper 3401.pdf (982KB)

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