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对 L形截面框架柱受剪性能进行了试验研究。提出了极限受剪承载力计算公式和用于工程 设计的受剪承载力建议设计公式,计算值与试验结果吻合较好。
The shear behavior of L-shaped frame columns was experimentally studied. The ultimate shear capacity calculation formula and the proposed design formula for shear capacity of engineering design are proposed. The calculated values are in good agreement with the test results.