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在将沿周边均匀配筋的圆形截面用等价正方形截面代替的基础上，以解析方法分析了高强钢筋混凝土圆形截面压弯剪构件的受剪承载力，并提出了其简化计算公式，且所给公式简单实用，精度良好。
The shear capacity of high-strength reinforced concrete circular-section flexural-sheared shear members was analyzed by using an equivalent square section to replace the circular cross section evenly distributed along the periphery, and a simplified calculation formula was proposed. The given formula is simple and practical, with good accuracy.