【作者】 吴轶； 杨春； 蔡健；

【Author】 WU Yi YANG Chun CAI Jian (School of Civil Engineering,Guangzhou University,Guangzhou 510405 China; School of Civil Engineering,South China University of Technology,Cuangzhou 510641,China)

【机构】 广州大学土木建筑学院； 华南理工大学土木工程学院；

【摘要】 针对广东某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,验证了这种节点具有可靠的受力性能,提出了一些试验结论以供参考。更多还原

【Abstract】 According to the joint of CFST with piercing reinforcing bar and hidden bracket used in a high-rise building in GuangDong province,some tests were made to study the performance under force and the process and form of the joint’ s destruction.In the end,the result of tests were analyzed and found that such joint is of reliable performance,and then some conclusions were put forward for reference.更多还原