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钢管混凝土柱-环扁梁中节点静载试验研究
引用本文:杨芳,季韬,戴益华.钢管混凝土柱-环扁梁中节点静载试验研究[J].福建工程学院学报,2007,5(3):231-235.
作者姓名:杨芳  季韬  戴益华
作者单位:1. 福建工程学院土木工程系,福建,福州,350007
2. 福州大学土木工程学院,福建,福州,350002
3. 福建建工集团总公司,福建,福州,350003
摘    要:介绍了钢管混凝土柱-钢筋混凝土环扁梁中节点的构造和基本受力机理,以及环梁、环扁粱节点的静载试验结果.试验结果表明,通过合理设计,环梁、环扁梁节点能有效地传递框架梁、扁梁梁端的剪力和弯矩,具有良好的变形能力.

关 键 词:钢管混凝土柱-环扁梁中节点  静载  破坏形态  变形能力
文章编号:1672-4348(2007)03-0231-05
修稿时间:2007-04-04

Static loading study of the interior joints of concrete filled steel tubular column-ring flat beam
Yang Fang,Ji Tao,Dai Yihua.Static loading study of the interior joints of concrete filled steel tubular column-ring flat beam[J].Journal of Fujian University of Technology,2007,5(3):231-235.
Authors:Yang Fang  Ji Tao  Dai Yihua
Institution:1. Civil Engineering Department, Fujian University of Technology, Fuzhou 350007, China; 2. College of Civil Engineering, Fuzhou University, Fuzhou 350002 ,China; 3. Fujian Construction Engineering Group, Fuzhou 350003,China
Abstract:The structure and the basic mechanical properties of the interior joints of concrete filled steel tubular column-ring flat beam are described.Test results of ring beam and ring flat beam joints under static loading are presented.The experimental results indicate well-designed ring beam joints and ring flat beam joints can have excellent deformability and can effectively transfer the flat beam shear and moment.
Keywords:interior joint of concrete filled steel tubular column-ring flat beam  static loading  destruction form  deformability
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