新型空心带缝耗能剪力墙抗震性能试验研究  

EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE

作　　者：杨德健[1] 宋磊[1] 

机构地区：[1]天津城市建设学院,天津300384

出　　处：《工业建筑》2010年第9期37-40,共4页Industrial Construction

摘　　要：新型空心带缝耗能钢筋混凝土剪力墙结构是一种新型抗震、节能的承重结构。通过对3个剪力墙构件的试验研究,分析了这种新型结构的破坏形态、破坏机理和变形特征。研究结果表明,空心带缝耗能剪力墙呈现出延性的弯剪型破坏形态,抗震能力与普通空心剪力墙相比有明显的提高。the new type slit hollow shear wall of reinforced concrete is a carrying structure of anti-seismic and energy conservation.Through the experiment of three shear wall components,it was analyzed the failure mode,failure mechanism and deformation feature of the new structure.The result shows that the slit hollow shear wall has ductile flexural-shear failure mode,whose aseismic behavion is better than that of the normal shear wall.

关 键 词：带缝剪力墙 抗震性能 连接键 延性与变形能力 滞回曲线 

分 类 号：TU398.2[建筑科学—结构工程]