2022
DOI: 10.1177/13694332221082730
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Recent progress in buckling restrained braces: A review on material development and selection

Abstract: Passive energy dissipation devices are a widely accepted solution used to improve the response of the structures under seismic conditions. While several types of passive energy dissipation elements have been proposed for replaceable elements, buckling restrained braces (BRB) was one of the most effective replaceable elements which has been used to retrofit frame structures in the past few years. A traditional BRB consists of a steel brace core with a cruciform cross section that is surrounded by a stiff steel … Show more

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Cited by 7 publications
(1 citation statement)
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“…The external restraining component prevents the core from buckling in compression and the separation unit facilitates the smooth axial-only deformation of the central core within the restraining member [48]. The overall efficiency of the Steel-BRB mainly depends on the inelastic deformation capacity of the brace core under repetitive cyclic loading and the stability of the exterior restraining unit [49]. Despite the structural advantages of the steel-BRBs, when BRB frames are employed in coastal areas and humid environments, the outer steel restraining component may become vulnerable because steel corrodes with the passage of time and results in mass loss as well as deterioration of the mechanical properties of the steel [51][52][53][54][55][56].…”
Section: Introductionmentioning
confidence: 99%
“…The external restraining component prevents the core from buckling in compression and the separation unit facilitates the smooth axial-only deformation of the central core within the restraining member [48]. The overall efficiency of the Steel-BRB mainly depends on the inelastic deformation capacity of the brace core under repetitive cyclic loading and the stability of the exterior restraining unit [49]. Despite the structural advantages of the steel-BRBs, when BRB frames are employed in coastal areas and humid environments, the outer steel restraining component may become vulnerable because steel corrodes with the passage of time and results in mass loss as well as deterioration of the mechanical properties of the steel [51][52][53][54][55][56].…”
Section: Introductionmentioning
confidence: 99%