框架-密肋复合墙体抗震性能试验研究  

Experimental research on seismic performance of frame-multi-grid composite walls

作　　者：郭猛[1] 姚谦峰[1] 袁泉[1] 李鹏飞[1] 

机构地区：[1]北京交通大学土木建筑工程学院,北京100044

出　　处：《建筑结构学报》2011年第3期50-56,共7页Journal of Building Structures

基　　金：国家自然科学基金项目(50878021);"十一五"国家科技支撑计划项目(2006BAJ04A02-05);北京交通大学优秀博士生科技创新基金项目(141071522)

摘　　要：框架-密肋复合墙结构是由框架与框架-密肋复合墙体组成的一种新型双重抗侧力结构。利用试验方法对该结构体系主要受力构件——框架-密肋复合墙体的抗震性能开展研究。在已有相关研究工作基础上,对1/2比例RC框架-井字形复合墙体、SRC框架-井字形复合墙体和空框格框架进行低周反复荷载试验,分析框架-复合墙体的破坏过程和滞回曲线特点,研究墙体的承载力、刚度、延性及耗能能力等,并与已有框架-十字形复合墙体等试验结果进行对比。试验结果表明:框架-密肋复合墙体具有较好的协同工作性能与双重受力特点,其受剪承载力、刚度、耗能性能均明显优于普通框架及填充墙框架,内部密肋复合墙板始终有效分担外荷载,墙体在后期大位移循环阶段的延性和承载力较好,具有良好的抗震性能。The frame-multi-grid composite wall structure is a dual lateral force resisting structural system which consists of frames and frame-composite walls.In this research,the seismic performance of the frame-composite wall,which is the main bearing member in the structure,was studied by model test.Based on some previously relevant research,cyclic reversed loading tests were conducted on RC frame-composite wall,SRC frame-composite wall and multi-grid open-web frame of 1/2 scale.Failure process and hysteretic curve characteristic of the specimens were analyzed.Seismic performance including bearing capacity,stiffness,ductility and energy-dissipating capability were investigated.And the experimental results of the walls were compared with those of the existing walls.The test results indicate that the frame-composite wall has good interaction and dual lateral force resisting features.The shear strength,stiffness and energy-dissipating capability of the frame-composite wall are significantly higher than those of the traditional frame or frame with infilled masonry wall.The inner composite wall can share external load effectively during loading process.It also has good ductility and bearing capacity,and can play an important role in dissipating energy during large displacement cycles.

关 键 词：框架结构 密肋复合墙 框架-密肋复合墙体 拟静力试验 抗震性能 

分 类 号：TU398[建筑科学—结构工程] TU317.1