摘要
利用有限元软件ABAQUS,对横向连接处采用3种不同基础插筋构造形式的叠合板式剪力墙进行非线性数值模拟.通过与全现浇剪力墙做对比,分析3种插筋形式的叠合墙板的破坏形态、滞回曲线、骨架曲线、以及刚度退化.研究结果表明,3种不同的插筋构造形式对叠合墙板的抗震性能影响较小.
Using the finite element software ABAQUS, three kinds of superficial plate shear walls with different basic reinforcement structures are used to simulate the transverse joints. Through comparison with the whole cast -in-place shear wall, the broken ring shape, hysteresis curve, skeleton curve and stiffness degradation of the three kinds of laminated wall are analyzed. The results show that the three kinds of different structures have little effect on the seismic performance of the laminated wall.
出处
《兰州文理学院学报（自然科学版）》
2017年第4期24-29,共6页
Journal of Lanzhou University of Arts and Science(Natural Sciences)
基金
安徽省自然科学基金项目"新型叠合板式混凝土剪力墙结构抗震性能的研究"(090414272X)
关键词
叠合板式剪力墙
插筋构造
非线性数值模拟
抗震性能
superimposed slab shear wall
reinforced structure
nonlinear numerical simulation
seismic performance
