摘要
对作者提出的带暗支撑剪力墙,通过1个普通剪力墙和3个带X形暗支撑剪力墙的抗震性能试验, 分析了他们的承载力、刚度、延性、滞回特性、耗能能力和破坏特征等,提出了供抗震设计参考的建议.
Reinforced concrete shear walls with concealed bracing are presented in this paper. Based on the experimental study on seismic behavior of one ordinary shear wall and another three shear walls with X-shaped concealed bracing, such characters as capacity, stiffness, ductility, cyclic behavior, energy dissipation ability and failure phenomenon. In addition, seismic design advises are presented.
出处
《世界地震工程》
CSCD
2001年第2期39-42,共4页
World Earthquake Engineering
基金
河北省科技攻关项目(99276767)