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Information Journal Paper

Title

INVESTIGATE EFFECTS OF THE CORE DISTANCE FROM CONFINING CONCRETE ON BEHAVIOR OF BUCKLING RESTRAINED BRACES

Pages

  51-62

Keywords

BUCKLING RESTRAINED BRACE (BRB)Q1

Abstract

 Due to disadvantages of seismic behavior in conventional braces in term of low plasticity and asymmetric HYSTERESIS CURVE in tension and compression and pinching which reduces the ENERGY DISSIPATION rate, Buckling Restrained Braces (BRBs) have been proposed as a new generation of bracing system. This paper examines specific type of these braces with steel core and concrete sheath. The effects of core distance from confining concrete of these braces haven been discussed using Finite element analysis method. The results show that buckling mode and energy absorption of this system have largely depend on the distance, and 2 to 4 mm distance causes the most ENERGY DISSIPATION.

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    APA: Copy

    Gholhaki, Majid, JAMALI FAR, AMIN, & REZAEI FAR, OMID. (2017). INVESTIGATE EFFECTS OF THE CORE DISTANCE FROM CONFINING CONCRETE ON BEHAVIOR OF BUCKLING RESTRAINED BRACES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, 4(1 (10) ), 51-62. SID. https://sid.ir/paper/252581/en

    Vancouver: Copy

    Gholhaki Majid, JAMALI FAR AMIN, REZAEI FAR OMID. INVESTIGATE EFFECTS OF THE CORE DISTANCE FROM CONFINING CONCRETE ON BEHAVIOR OF BUCKLING RESTRAINED BRACES. JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING[Internet]. 2017;4(1 (10) ):51-62. Available from: https://sid.ir/paper/252581/en

    IEEE: Copy

    Majid Gholhaki, AMIN JAMALI FAR, and OMID REZAEI FAR, “INVESTIGATE EFFECTS OF THE CORE DISTANCE FROM CONFINING CONCRETE ON BEHAVIOR OF BUCKLING RESTRAINED BRACES,” JOURNAL OF STRUCTURAL AND CONSTRUCTION ENGINEERING, vol. 4, no. 1 (10) , pp. 51–62, 2017, [Online]. Available: https://sid.ir/paper/252581/en

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