机构地区: 华南理工大学建筑学院
出 处: 《地震工程与工程振动》 2006年第1期129-133,共5页
摘 要: 对4个足尺钢板剪力墙模型在水平低周反复荷载作用下的力学性能进行了试验研究。试验结果表明稳定是控制未采取构造措施带缝钢板剪力墙承载力的主要因素;模拟试验过程的计算结果表明,改进的带缝钢板剪力墙可以增加延性,耗散较大的地震能量。 Horizontal low cyclic loading tests for four full-scale specimens of steel plate shear wall with slits are presented. The experimental data show that the main factors that influence the load-bearing capacity of the steel plate shear wall without the construction measure are stable. The computational results of the simulated test show that the improved steel plate shear wall with slits can produce plastic deformation and consume a great quantity of earthquake energy.