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在采用ANSYS进行砌体结构非线性有限元分析方面,目前还缺乏可以借鉴的普遍性研究结论。应用ANSYS对非承重砌体墙进行非线性有限元分析,并与试验作比较,论证ANSYS对于砌体结构分析的适用性。并在此基础之上,通过改变砌体墙的材料强度和构造措施等有关参数分类计算,对其抗震承载力和变形能力进行了相应的比较。
In the use of ANSYS non-linear finite element analysis of masonry structure, there is still a lack of universal research conclusions can be drawn. The nonlinear finite element analysis of non-load-bearing masonry walls is carried out by ANSYS, and compared with the test to demonstrate the applicability of ANSYS in masonry structure analysis. On the basis of this, the seismic load-bearing capacity and deformation capacity of the masonry walls are compared by changing the material strength and the construction measures of masonry walls.