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March 3, 2026Journal of Constructional Steel Research0 citations

Hysteretic behavior of a tandem self-centering double-stage yielding buckling-restrained brace

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YKYongkang KangBWBo WenSJShuaishuai Ji

Key Points

  • Hysteretic behavior enhances the energy absorption capacity of the brace, improving structural resilience.
  • The double-stage yielding mechanism provides effective performance under different loading conditions.
  • Assessment using experimental setups for evaluation of the self-centering brace’s behavior in seismic scenarios.
  • Results suggest potential for enhanced safety in building designs with innovative brace technology.
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Cite This Study

Kang et al. (2026) studied this question.

synapsesocial.com/papers/69a75db9c6e9836116a27eebhttps://doi.org/10.1016/j.jcsr.2026.110254
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Also Consider

Synapse has enriched 5 closely related papers on similar clinical questions. Consider them for comparative context:

  1. 1Self-Centering Energy Dissipative Bracing System for the Seismic Resistance of Structures: Development and Validation2007 · 719 citations
  2. 2Development and validation analysis of a steel-lead hybrid dual-yield BRB for multi-stage seismic energy dissipation2024 · 20 citations
  3. 3Experimental investigation of a multistage buckling-restrained brace2020 · 88 citations
  4. 4Experimental and numerical investigations on an assembled self-centering buckling-restrained brace with high post-yield stiffness2023 · 24 citations
  5. 5Design recommendations for self-centering buckling restrained braces2022 · 32 citations