摘要
研究了“井”字形对穿暗牛腿式钢管混凝土柱节点的受力性能以及试件破坏过程和形态 ,并对试验结果进行了分析 ,验证了这种节点具有可靠的受力性能 。
According to the joint of concrete filled steel tubes (CFST) with well_shaped piercing reinforcing bar bracket used in a skyscraper in Guangzhou, some tests were made to study the performance under force and the process and form of the joint's destruction. The result of the tests is analyzed in the paper. It shows that such joints have dependable performance. The paper also presents some conclusions for reference.
出处
《华南理工大学学报（自然科学版）》
EI
CAS
CSCD
北大核心
2000年第5期105-109,共5页
Journal of South China University of Technology(Natural Science Edition)
基金
广东省自然科学基金资助项目 !(990 56 5)
广东省高教厅"千百十工程"优秀人才培养基金
关键词
对穿暗牛腿
节点
可靠性
钢筋混凝土柱
试验
piercing reinforcing bar
concrete filled steel tubes
joints
performance under force
reliability
