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本文分析了仓储排架结构受力特点 ,考虑了砖墙与钢筋砼柱共同工作 ,对砖墙抗侧力荷载承载力进行了研究 ,给出了计算公式与有关表格 ,分析方法简便。算例表明 ,与侧向荷载全部由柱承担相比 ,按本文方法计算得到的柱弯矩减少约 2 0 % ,柱剪力减少约 50 %。本文建议可供类似结构设计时参考。
In this paper, the stress characteristics of the storage rack structure are analyzed. The brick wall and the reinforced concrete column work together to study the lateral load resistance of the brick wall. The calculation formulas and related tables are given, and the analysis method is simple. The numerical results show that the bending moment calculated by this method can be reduced by about 20% and the column shear force can be reduced by 50% compared with the assumption that the lateral load is entirely assumed by the column. This article suggests a reference for similar structural design.