摘要
保持竖向轴压比一定的情况下,对由冷弯格构(塞尔玛)型钢、钢板网、混凝土构成的钢网构架混凝土墙体进行拟静力试验,描述了这种新型墙体的破坏形式,得出了墙体的抗剪承载能力并分析了其受力性能,对墙体的实际应用提出了一些构造要求。
Under a constant vertical axial compression ratio, A Quasi - static experiment was done on the meshwork cold - formed thin - wall steel reinforced concrete shear wall which was made up of Thermasteel, steel mesh and concrete. This thesis shows the destruction form of the new kind of shear wall, realizes the shearing resistance and analyzes the load - bearing ability. Some structure requirements are put forward to the application of the shear wall as well.
出处
《江苏建筑》
2006年第5期17-19,共3页
Jiangsu Construction
