With the results of the multi-ribbed wall tests and finite element analysis, the shear capacity formulas of a oblique section based on ultimate balance theory are given.
并在试验结果与有限元模拟的基础上，依据极限平衡理论，建立起来复合墙体的斜截面抗剪极限承载力公式。
Based on the test results and theoretical analysis, formulas to predict the initiation of cracking, yielding and the maximum shear capacity and deformation are suggested.
根据试验结果和理论分析，提出了连接键开裂、屈服和受剪承载力特征点的有关计算公式。
The theoretical analysis and testing research on shear load bearing capacity of the reinforced concrete block masonry shear wall have been investigated.
对配筋砌块砌体剪力墙抗剪承载力进行了理论分析和试验研究。
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