为研究实腹式配钢的型钢混凝土(SSRC)十字形异形柱的抗震性能，对4 根不同轴压比、配钢率和加载方向的SSRC 十字形异形柱进行了低周反复加载试验，记录了试件各阶段的开裂、变形及破坏特点，得到了其荷载－位移滞回曲线、荷载－位移骨架曲线，以及刚度退化、强度衰减、位移延性、耗能能力等力学性能．根据试验结果，对比分析了轴压比、配钢率和加载方向对 SSRC 十字形异形柱抗震性能的影响．结果表明:剪跨比较大时，试件发生弯曲破坏;SSRC 十字形异形柱具有良好的延性、塑性变形能力和耗能能力;与空腹式配钢的型钢混凝土十字形异形柱相比，SSRC 十字形异形柱抗震性能良好．

In order to investigate the seismic behaviors of solid- web steel- reinforced- concrete (SSRC) cross- shaped columns,four column specimens with various axial compression ratios,steel ratios and loading directions were test- ed by low- cycle reversed loading experiments,and the crack,deformation,failure characteristics of these columns were recorded.Then,the load- displacement hysteretic curves and skeleton curves of the four columns were ob- tained,and their mechanical properties,namely,stiffness and strength degradation,displacement ductility and energy dissipation capacity,were analyzed.Finally,according to the experimental results,the effects of axial com- pression ratios,steel ratios and loading directions on the seismic behaviors of SSRC cross- shaped columns were dis- cussed.The results indicate that (1) the failure mode of the specimens with large shear span ratio is a bending fai- lure; and (2) SSRC cross- shaped columns have favorable ductility,plastic deformation capacity and energy dissi- pation capacity.In addition,as compared with lattice- style steel reinforced concrete (LSRC) cross- shaped co- lumns,SSRC cross- shaped columns show better seismic behavior.