EXPERIMENTAL STUDY ON PULLING CAPABILITY OF CONCRETE WALL-STEEL BEAM T-PLATE PIN JOINT
-
摘要: 作为对剪力墙-钢梁铰接节点传统构造形式的补充,并为结构工程师提供更多的选择,结合相关工程实际,设计了混凝土剪力墙-钢梁T型连接铰接节点,针对节点关键参数设计了6个不同的试件进行抗拔试验,以掌握此类节点的相关受力特性。Abstract: As a supplement of the traditional concrete wall-steel beam pin joint,combining with some engineering practice,a concrete wall-steel beam T-plate pin joint has been designed to provide more choices for structural engineers. Experimental study on pulling capability of six joints with different key parameters has been conducted. Performance and load-carrying capacity of this type of joint were obtained.
-
Key words:
- concrete shear wall /
- steel beam /
- pin joint /
- pulling capability
-
[2] Hawkins N M,Mitchell D,Roeder C W.Moment ResistingConnections for Mixed Construcions[J].Eng.J., 1980,19(1):1-10. JGJ 32002 高层建筑混凝土结构技术规程[S]. [3] Roeder C W,Hawkins N M.Connections Between Steel Framesand Concrete Walls[J].Eng.J., 1981, 18(1): 22-29. [4] Shahrooz B M,Deason J T,Tunc G.Outrigger Beam-WallConnections I: Component Testing and Development of DesignModel[J].Struct.Eng., 2004, 130(2): 253-261. [5] Shahrooz B M,Tunc G,Deason J T.Outrigger Beam-WallConnections II: Subassembly Testing and Further ModelingEnhancements[J].Struct.Eng., 2004, 130(2): 262-270. [6] 李国强, 周向明, 丁翔.高层建筑钢-混凝土混合结构模型模拟地震振动台试验研究[C]//第十六届全国高层建筑结构学术会议.杭州:2000. [7] 唐九如.钢筋混凝土框架节点抗震[M].南京:东南大学出版社, 1989. [8] 朱健.内埋型钢混凝土墙与钢梁连接节点的性能研究[D].武汉:武汉理工大学, 2006. [9] 周春, 周冬华, 陈涛, 等.新型钢梁与混凝土墙体连接节点静载试验研究[J].结构工程师, 2004, 2(6):103-107.
点击查看大图
计量
- 文章访问数: 102
- HTML全文浏览量: 7
- PDF下载量: 111
- 被引次数: 0