摘要
针对珠海某超高层建筑中采用的穿心钢筋暗牛腿式钢管混凝土柱节点,对其受力性能以及试件破坏过程和形态做了节点试验研究,并对试验结果进行了分析。
According to the joint of CFST column with piercing reinforcing bar hidden bracket used in a skyscraper in Zhuhai,some tests were made to study the performance under force and the process and form of the joint's destruction.In the end,the results of tests were analyzed to verify that such joints have reliable performance.
出处
《工业建筑》
CSCD
北大核心
2000年第3期61-64,共4页
Industrial Construction
基金
广东省自然科学基金
关键词
穿心钢筋
钢管混凝土柱
节点
试验研究
piercing reinforcing bar\ concrete filled steel tubes\ joint\ experimental study
