免拆墙模复合剪力墙构件抗震性能的研究

Research on anti-seismic performance of complex shear walls system without demoulding board

利用ANSYS有限元分析软件,针对免拆墙模复合剪力墙构件在竖向压力作用下的水平加载过程进行了相关的数值模拟,对其承载能力与变形能力进行了研究,得出了免拆墙模复合剪力墙体系具有比传统的实体剪力墙更好的抗震能力的结论。

Numerical simulation of the complex shear walls system＇s anti-seismic performances and characteristics by the horizontal loading test, applying for analysis software ANSYS, and do some research on its bearing and deformation capacity, and draws a conclusion that stay-in-place formwork composite shear wall system has more earthquake resistant ability than traditional entity shear wall.