柔性连接的配筋砌体墙混凝土框架抗震性能理论研究  

Theoretical Research on Seismic Performance of RC Frame with Reinforced Masonry Wall in the Flexible Connection

作　　者：姜俊铭 马建勋[1] 付靓[2] 

机构地区：[1]西安交通大学土木工程系,西安710049 [2]机械工业部深圳设计研究院有限公司,深圳518000

出　　处：《科学技术与工程》2015年第8期103-110,共8页Science Technology and Engineering

基　　金：国家自然科学基金(51178390)资助

摘　　要：配筋砌体墙与周边框架的连接方式对框架结构的抗震性能影响较大。设计了3榀足尺的单层单跨钢筋混凝土框架,对其进行低周反复荷载作用下的抗震性能研究。分析了三种柔性连接形式——连接键连接,墙梁连接、墙柱连接的框架的破坏特征、荷载-位移滞回曲线、骨架曲线、位移延性系数、刚度退化、耗能特性。结果表明:与连接键连接和墙柱连接类型相比,墙梁连接类型的滞回曲线比较饱满;在水平地震作用下,墙梁连接类型具有较好的耗能能力。The connection type between reinforced masonry wall and the surrounding frame has a significant influence on the seismic performance of RC frames. Three full-scale,one-bay and one-story RC frame specimens were researched under low-cycle reversed loads. The damage behavior,the force-displacement hysteretic curves and skeleton curves,displacement ductility,stiffness degradation,and energy-dissipation capacity of the specimens were analyzed in the flexible connection types,including connecting button connection type,wall-beam connection type,and wall-column connection type. The results show： compared with connecting button connection type and wall-column connection type,the hysteretic curves of wall-beam connection type are more plump; under horizontal earthquake action,wall-beam connection has better energy dissipation capacity.

关 键 词：混凝土框架-配筋砌体墙 柔性连接 抗震性能 有限元分析 

分 类 号：TU398.2[建筑科学—结构工程]