Research on Seismic Performance of Steel Reinforced Concrete Shear Walls
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.
Steel Reinforced Concrete Shear WallFinite Element MethodPseudo-Static AnalysisSeismic Performance
万方数据
维普
