DETERMINATION OF THE PARAMETERS INFLUENCING BEHAVIOR FACTOR OF BUCKLING RESTRAINED BRACED REINFORCED CONCRETE FRAMES

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DEHGHAN BALYANI FATEMEH; TASNIMI ABBAS ALI

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Paper Information

Journal: AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR) Year:2017 | Volume:48 | Issue:4 Page(s): 365-374

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Title

DETERMINATION OF THE PARAMETERS INFLUENCING BEHAVIOR FACTOR OF BUCKLING RESTRAINED BRACED REINFORCED CONCRETE FRAMES

Author(s)

DEHGHAN BALYANI FATEMEH | TASNIMI ABBAS ALI | Issue Writer Certificate

Keywords

BUCKLING RESTRAINED BRACEQ1

DUCTILITYQ1

ENERGY DISSIPATIONQ2

NONLINEAR ANALYSISQ2

BEHAVIOR FACTORQ2

Abstract

The advantages of BUCKLING RESTRAINED BRACEs (BRB) attract the researches and engineers attension to use this bracing system. High DUCTILITY, high-energy dissipation capacity and symmetric hystresis behavior are the main advantages of this system that is the most effective system to resist the earthquake induced lateral forces. Disadvantages of conventional bracing system such as low DUCTILITY, low energy dissipating capacity and local as well as global buckling with unsymmetrical hysteresis performance in tension and compression are the main reason to rehabiliate and or replace this system with the new generation of braces. BUCKLING RESTRAINED BRACE (BRB) is an energy-dissipating member that inhances the structural stiffness, ENERGY DISSIPATION and DUCTILITY. There are few worldwide code of practices provide some recommendations about the bukling-restrained bracedframes where as most of them do not deal with such system. This paper illustrates the good performance of BUCKLING RESTRAINED BRACEs used for RC frames. This article determines the BEHAVIOR FACTOR for RC frames braced with BUCKLING RESTRAINED BRACEs. For this puepose RC frames with four, eight, twelve and sixteen stories (each having three and five bays) were considered in this study. All frames designed in accordance with Iranian Standard 2800 and P9-INBC for concrete structures. Analyses for all structural models were carriedout utilizing nonlinear static pushover method. The results indicate that the average value of BEHAVIOR FACTOR for all models corresponding to the ultimate limit state is around eight.

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APA: Copy

DEHGHAN BALYANI, FATEMEH, & TASNIMI, ABBAS ALI. (2017). DETERMINATION OF THE PARAMETERS INFLUENCING BEHAVIOR FACTOR OF BUCKLING RESTRAINED BRACED REINFORCED CONCRETE FRAMES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), 48(4), 365-374. SID. https://sid.ir/paper/165857/en

Vancouver: Copy

DEHGHAN BALYANI FATEMEH, TASNIMI ABBAS ALI. DETERMINATION OF THE PARAMETERS INFLUENCING BEHAVIOR FACTOR OF BUCKLING RESTRAINED BRACED REINFORCED CONCRETE FRAMES. AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR)[Internet]. 2017;48(4):365-374. Available from: https://sid.ir/paper/165857/en

IEEE: Copy

FATEMEH DEHGHAN BALYANI, and ABBAS ALI TASNIMI, “DETERMINATION OF THE PARAMETERS INFLUENCING BEHAVIOR FACTOR OF BUCKLING RESTRAINED BRACED REINFORCED CONCRETE FRAMES,” AMIRKABIR JOURNAL OF CIVIL ENGINEERING (AMIRKABIR), vol. 48, no. 4, pp. 365–374, 2017, [Online]. Available: https://sid.ir/paper/165857/en

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