框架轻板体系插笼节点抗震性能试验研究  

Test on the Aseismatic Behaviors of the R.C. Opening Column-beam Joints with Dowel Rods

作　　者：刘文如[1] 张培卿[1] 唐岱新[1] 王文斌[2] 

机构地区：[1]哈尔滨建筑工程学院 [2]哈尔滨市墙改办

出　　处：《哈尔滨建筑工程学院学报》1993年第1期54-57,共4页

摘　　要：本文通过七个不同部位足尺寸的轻板框架节点试件,在低周反复荷载作用下的试验,探讨了该节点的强度、刚度、抗裂性、以及插笼主筋的工作性能。并对其作了客观的评价。The experimental research on 7 R. C. Opening column beam joints with dowel rods under cyclic loading is introduced in this paper.It discusses the behaviors of the joints, with respect to its strength, stiffness,the cracking resistancee,and the elaborate mechanism of dowel rods. Scientific and reasonable valuation is also set in this paper.

关 键 词：节点 插笼主筋 框架 抗震 混凝土 

分 类 号：TU375.403[建筑科学—结构工程]