高性能混凝土剪力墙延性性能的试验研究  

Experimental study on ductility of high performance concrete shearwall

作　　者：邓明科[1] 梁兴文[1] 张思海 

机构地区：[1]西安建筑科技大学土木工程博士后流动站,陕西西安710055 [2]龙二司建筑设计院有限责任公司,新疆库尔勒841000

出　　处：《建筑结构学报》2009年第S1期139-143,共5页Journal of Building Structures

基　　金：国家自然科学基金资助项目(50678146);西安建筑科技大学人才科技基金资助项目(RC0731)

摘　　要：根据4个按延性需求设计的高性能混凝土剪力墙的试验结果,分析了轴压比、约束箍筋数量及范围等因素对高性能混凝土剪力墙的延性、耗能能力和破坏形态的影响,分析了分段约束箍筋对剪力墙截面的约束机理。研究结果表明,分段约束高强箍筋能有效增大高性能混凝土剪力墙截面的约束效果,根据轴压比和位移延性需求确定的分段约束箍筋数量和范围,可以明显改善高性能混凝土的脆性,使高性能混凝土剪力墙的延性指标达到设计要求。According to the experimental result of four high performance concrete shearwalls designed by ductility demands,the ductility,energy dissipation capacity and failure mode of high performance concrete shearwalls were analyzed,and they are affected by axial compression ratio,amount and range of confinement reinforcement,and the confining mechanism of piecewise confining stirrups.The results show that the confining effect of cross section can be improved efficiently by high strength piecewise confining stirrups.In addition,the amount and range of piecewise confining stirrups can be determined by the axial compression ratio and displacement ductility demand.The seismic behavior of high performance concrete shearwalls is obviously improved and the ductility meets the demand of design.

关 键 词：高性能混凝土 剪力墙 分段约束箍筋 试验研究 轴压比 延性 

分 类 号：TU398.2[建筑科学—结构工程]