论文部分内容阅读
通过在竖向荷载和平面外反复水平荷载共同作用下钢筋混凝土牛腿的模型试验研究,分析了不等高厂房支承低跨屋盖柱牛腿的受力性能和破坏特征,提出了不同破坏形式时钢筋混凝土牛腿的承载力计算方法,可供地震设计时参考.
Based on the model test of reinforced concrete legs under vertical and horizontal loads, the mechanical properties and failure characteristics of low-span roof pillars supported by unequal heights are analyzed, and different failure modes are proposed. The method for calculating the bearing capacity of reinforced concrete legs is available for reference in seismic design.