结构工程师2011，Vol.27Issue(2)：108-113,6.
江阴魔方时代广场SRC梁柱节点试验研究
Experimental Study on Steel Reinforced Concrete Beam-Column Joints in Jiangyin Rubik' s Cube Times Square
徐晗 1卞奕 2郭小农 1罗永峰 1王飞1
作者信息
- 1. 同济大学土木工程学院建筑工程系,上海,200092
- 2. 江阴市建筑设计研究院有限公司,江阴,214400
- 折叠
摘要
Abstract
The buliding of JiangYin Rubik' s Cube Times Square is a super-span cantilever structure, with many beam-column joints under complex load in the core zone.One of the key joints was analyzed by both full-scale experiment and numerical simulation.Full-scale experiment reflected the mechanical behavior of the joint under static load and the safety was verified as well.Numerical simulation provided the ultimate bearing capacity of the joint.Comparison between these two analyses shows that numerical results agree well with the experiment results.关键词
型钢混凝土/梁柱节点/试验研究/有限元分析Key words
steel reinforced concrete/ beam-column joint/ experimental study/ finite element analysis引用本文复制引用
徐晗,卞奕,郭小农,罗永峰,王飞..江阴魔方时代广场SRC梁柱节点试验研究[J].结构工程师,2011,27(2):108-113,6.
