钢筋混凝土矩形截面轴向受力构件极限承载力计算方法的改进

Improvement of Caculation for Axial Limit Load in Reinforced Concrete Member with Rectangular Section

对钢筋混凝土轴向受力构件极限承载力计算中被忽略的问题，作了研究分析，提出了较精确的计算公式，可对该类构件的极限承载力作出更符合构件实际结构性能的结果，为正确的设计决策提供理论依据。

This paper studies some questions which are ignored in the caculation of axial limit load in reinforced concrete member, and puts foward a formula, which goes with the actual state and provides a theorical basis for designs.