高向宇, 张慧, 杜海燕, 梁峰. 组合热轧角钢防屈曲支撑构造及抗震试验[J]. 北京工业大学学报, 2008, 34(5): 498-503,538.
    引用本文: 高向宇, 张慧, 杜海燕, 梁峰. 组合热轧角钢防屈曲支撑构造及抗震试验[J]. 北京工业大学学报, 2008, 34(5): 498-503,538.
    GAO Xiang-yu, ZHANG Hui, DU Hai-yan, LIANG Feng. Experiment on Conformation and Seismic Performance of Buckling-restrained Brace Made of Composed Hot-rolled Angle Steel[J]. Journal of Beijing University of Technology, 2008, 34(5): 498-503,538.
    Citation: GAO Xiang-yu, ZHANG Hui, DU Hai-yan, LIANG Feng. Experiment on Conformation and Seismic Performance of Buckling-restrained Brace Made of Composed Hot-rolled Angle Steel[J]. Journal of Beijing University of Technology, 2008, 34(5): 498-503,538.

    组合热轧角钢防屈曲支撑构造及抗震试验

    Experiment on Conformation and Seismic Performance of Buckling-restrained Brace Made of Composed Hot-rolled Angle Steel

    • 摘要: 提出用热轧角制作钢防屈曲支撑,简称BRAB.设计制作了2种组合截面,即等肢双角钢错十字截面和不等肢双角钢T字截面,共4个防屈曲支撑试件.为检验其构造合理性及抗震性能,进行了低周反复荷载加载试验.对试件的力一位移滞回曲线、割线刚度及其退化规律、等效黏滞阻尼比等抗震性能进行了研究.结果表明,所研制的这种组合热轧角钢防屈曲支撑构造合理、工作可靠、耗能能力强、抗震性能优越.

       

      Abstract: A new conformation type of buckling-restrained brace suitable to Chinese market is developed. The brace is made of hot-rolled angle steel, and called BRAB for shortly. Four specimens, including quasi-cross and T section, are designed and manufactured. Cyclically loading tests are conducted. Seismic performances, such as force-deformation loops, tangent stiffness and its deterioration, as well as equivalent damping ratio are studied. It is proved that the BRAB has a reliable conformation with high energy dissipation and excellent seismic behaviors.

       

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