【摘要】 提出了高性能混凝土双连梁短肢剪力墙的新型结构形式,并对3片4层1/3缩尺联肢高性能混凝土短肢剪力墙进行了静力试验研究,得出了从加载到破坏整个过程的P-U全曲线,分析了不同连梁形式模型的承载力、刚度、延性、耗能能力以及破坏特征。证明了高性能混凝土双连梁短肢剪力墙的良好抗震性能。更多还原

【Abstract】 The authors put forwards a new structural style-HPC short-leg shear wall with a pair of beams.Through the static tests on three four-story 1/3 scale HPC short-leg shear wall models,they get the whole P-U curves from loading to failure,analyze the bearing capability,stiffness,ductility,energy dissipation and failure phenomena of different types of models, and prove that the seismic performance of short-leg shear wall with a pair of beams is better than the others.更多还原