高层建筑钢管混凝土柱节点设计及构造研究(一)  

Research on Design and Construction of High -rise Building Concrete Filled Steel Tubular Column Joints

作　　者：容柏生[1] 陈宗弼[1] 陈星[1] 罗赤字 

机构地区：[1]广东省建筑设计研究院,广州510010

出　　处：《建筑结构》1999年第10期36-40,共5页Building Structure

摘　　要：以理论计算与模型试验为基础，分析若干形式高层建筑钢管混凝土柱节点的受力性能及破坏机理，并为节点的构造优化提出了在设计上的一些设想与建议。According to the theoretical analysis and the experiments of eleven samples, this thesis analyses the mechanical character and the failure principle of several kinds of high-rise building concrete filled steel tubular column joints. In addition, some ideas and suggestions on optimizing joint construction are presented.

关 键 词：高层建筑 钢管混凝土柱 节点 

分 类 号：TU973.19[建筑科学—结构工程] TU398.904