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Buckling Restrained Braces: A Review on Classifications, Design Strategy, and Applications
Faculty
Engineering
Year:
2024
Type of Publication:
ZU Hosted
Pages:
24-38
Authors:
Ibtisam Fathy Abdelsadek Aboelenain
Staff Zu Site
Abstract In Staff Site
Journal:
The Egyptian International Journal of Engineering Sciences and Technology Zagazig University, Faculty of Engineering
Volume:
2682-3640
Keywords :
Buckling Restrained Braces: , Review , Classifications, Design
Abstract:
The buckling-restrained brace (BRB) is a development of conventional braces that not only increases the compressive resistance of the brace but also improves seismic energy dissipation. The fundamental difference between the BRB and common types of braces is that in the BRB, buckling is prevented by a restrained mechanism, which leads to a reduction in the cross-sectional area of the inner core. This results in plastic deformations of the inner core of the BRB without buckling, which causes seismic energy dissipation. Due to the superiority of the BRB over other types of dispersing devices, many studies have been conducted to improve its performance. In this research, the results of some researches over the past few decades were presented to clarify the beginning, development, types, design strategy, and applications of BRBs. Numerous studies have presented numerous proposals for the development of BRBs to increase their efficiency and decrease their costs. The scope of these studies was the development of the basic parts (core, restrained mechanism, and connections) of BRBS.
Author Related Publications
Ibtisam Fathy Abdelsadek Aboelenain, "Methods To Mitigate Pounding", Dubai, UAE, 2005
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Ibtisam Fathy Abdelsadek Aboelenain, "Pounding influence on adjacent buildings with different dynamic properties", Ain Shams University, Cairo, Egypt, 2005
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Ibtisam Fathy Abdelsadek Aboelenain, "Controlling seismic torsional behavior of skewed bridges to reduce the risk of unseating damage", Elsevier Ltd, 2025
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Ibtisam Fathy Abdelsadek Aboelenain, "New High Efficient Placement for Semi-Active Hydraulic Dampers in the buildings", American Society of Civil Engineers (ASCE), 2010
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Ibtisam Fathy Abdelsadek Aboelenain, "Adequate CFRP length for strengthening steel beams with web opening.", Housing &Building National Research Center, 2017
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Department Related Publications
Elsayed saad Abdelsalam Salman, "S. Abdel Salam, A. Akl, O. Shallan, “DYNAMIC ANALYSIS OF TUNNEL”, Proceedings of the International Congress on Tunneling and ground Conditions, 3-7 April 1994, national Authority for Tunnels, Cairo, Egypt.", Proceedings of the International Congress on Tunneling and ground Conditions national Authority for Tunnels, Cairo, Egypt., 1994
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Mohamed Salah Amin Abdelaal, "Ultrasonic characterization of expanded polystyrene used for shallow tunnels under seismic excitation", journal homepage: www.sciencedirect.com, 2022
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Hanaa Alsayed Elsayed Abdelmoteleb, "Ultrasonic characterization of expanded polystyrene used for shallow tunnels under seismic excitation", journal homepage: www.sciencedirect.com, 2022
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Alaa Abdelhamied Ali Ata, "Numerical analysis of underground tunnels subjected to surface blast loads", Frattura ed Integrità Strutturale, 2021
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