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本文采用ANSYS软件对 7片纵横配筋大剪跨比的砌块砌体剪力墙进行数值模拟 ,得出承载力计算值与试验值相吻合 ,侧移计算值略小于试验值的结论 ;并认为将ANSYS软件用于砌块剪力墙的非线性有限元分析是一种可行的研究手段
In this paper, ANSYS software was used to simulate the shear strength of seven masonry shear walls with longitudinal-transverse reinforcement and large shear-span ratio. The calculated values of the bearing capacity coincide with the experimental values and the calculated values of the lateral displacement are slightly less than the experimental values. It is considered that ANSYS software can be applied to nonlinear finite element analysis of block shear wall as a feasible research method