摘要
为研究预制夹芯保温L形剪力墙在低周反复荷载作用下的受力性能、破坏特点和抗震性能,对4个夹芯保温L形剪力墙试件(3个为全预制试件,1个为现浇对比试件)进行拟静力试验,研究各个试件的破坏形态、承载能力、滞回曲线、骨架曲线、刚度退化及耗能能力。试验结果表明:轴压比对预制夹芯保温L形剪力墙抗震性能的影响明显;预制夹芯保温L形剪力墙具有良好的抗震性能,可代替现浇夹芯保温剪力墙用于实际工程中。
To study the mechanical behavior,failure feature and seismic behavior of L-shaped precast sandwich insulation shear wall,pseudo-static tests on four L-shaped precast sandwich insulation shear wall specimens( including three wholly precast specimens and one cast-in-situ specimen for comparison) were conducted to study the failure mode,bearing capacity,hysteretic curve,skeleton curve,stiffness degradation and energy dissipation capacity of specimens. The results show that: the influence of the axial compressive ratio on the seismic behavior of the L-shaped precast sandwich insulation shear wall is obvious; L-shaped precast sandwich insulation shear wall has good seismic behavior and it can be a good substitute for in-situ sandwich insulation shear wall used in practical engineering.
出处
《建筑结构》
CSCD
北大核心
2016年第10期20-23,共4页
Building Structure
关键词
预制夹芯保温剪力墙
L形截面
低周反复荷载
抗震性能
precast sandwich insulation shear wall
L-shaped section
low frequency cyclic loading
seismic behavior