To investigate the seismic performance of steel reinforced concrete(SRC)shear wall structures,finite element analysis software ABAQUS was utilized to establish models including an ordinary shear wall(SRC-0),a model with SRC embedded within the hidden columns of the shear wall(SRC-1),and models with SRC embedded within the wall body(SRC-V and SRC-X).Under low-cycle reversed loading,the differences in seismic performance among different embedment forms were analyzed.The results indicate that the initial stiffness of the SRC shear walls was enhanced,with varying degrees of improvement in ultimate load capacity compared to the control group(SRC-0).The lateral load resistance and energy dissipation capacity were also improved to some extent.The embedment of steel shapes significantly enhanced the seismic performance of ordinary shear walls.
关键词
型钢剪力墙/有限元/拟静力分析/抗震性能
Key words
Steel Reinforced Concrete Shear Wall/Finite Element Method/Pseudo-Static Analysis/Seismic Performance
维普
万方数据