摘要
通过 16根大长细比钢管混凝土轴心受压柱的实验 ,对构件的力学性能进行了研究 ,并对其影响因素进行了分析 ,给出了轴压稳定承载力的计算公式 ,最后对《钢 -混凝土组合结构设计规程》中有关钢管混凝土长柱的规定进行了讨论 .
Based on 16 concrete filled steel tube (CFST) specimens subjected to axial compression, the mechanical behaviors are studied in this paper. Then the effect factors are analyzed and the calculation methods of the bearing capacity are presented, and the specifications of the CFST slender columns design method based on the Design Code of Steel Concrete Composite Structures are discussed finally. The investigation showed that the Design Code is safe and reliable.
出处
《沈阳建筑工程学院学报（自然科学版）》
CAS
2002年第1期1-4,共4页
Journal of Shenyang Architectural and Civil Engineering University(Nature Science)
基金
辽宁省教育厅科技项目 (992 72 16 78)
国家电力公司重点科技项目
