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.
出处
《建筑结构》
CSCD
北大核心
1999年第10期36-40,共5页
Building Structure
关键词
高层建筑
钢管混凝土柱
节点
high-rise building
concrete filled steel tubular column
joint
