According to the numerical simulation results, the shear strength equations of each component are discussed, finally the equation of oblique section ultimate bearing capacity of the multi-ribbed composite wall with steel concrete frame column are put forward.
根据试验及有限元分析，就影响墙体斜截面抗剪极限承载力的因素进行了讨论，并根据数值分析结果提出各组件相应的抗剪承载力计算公式，并最终提出型钢混凝土边框柱密肋复合墙体斜截面极限承载力计算公式。
参考来源 - 型钢混凝土边框柱密肋复合墙体试验分析及抗震设计方法研究·2,447,543篇论文数据，部分数据来源于NoteExpress
Using SAP2000 establish a large bay multi-ribbed composite wall isolation model.
利用SAP2000建立大开间密肋复合板隔震模型。
Multi -ribbed composite wall is the main bearing member of a multi -ribbed slab structure.
密肋复合墙体是密肋壁板结构的主要受力构件。
The deformation behavior of composite wall to resist horizontal load is analyzed in this paper.
对组合墙体抵抗水平剪力的变形特征进行了分析研究。
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