摘要
介绍了新型钢管混凝土柱节点环的有限元分析计算结果，并与试验研究结果进行了比较，结果表明所建计算模型适用于钢管混凝土柱节点性能分析，且计算数据得到了实验结果的支持，从而从计算和实验两方面均得出新型钢管混凝土节点满足强柱弱梁，节点更强的原则．
The calculated result on the basis of finite element method of new type concrete filled steel-tubular joint is introduced. The experimental and calculated results are discussed. It is shown that, calculated model is suitable for the analysis of performance of concrete filled steel tubular joint. The calculating data is supported by the experimental result. So that, from the calculation and experiment we can conclude that the new type jiont satisfies the rule of strong column and weak beam, joint stronger than column.
出处
《昆明理工大学学报（理工版）》
2001年第5期4-7,13,共5页
Journal of Kunming University of Science and Technology(Natural Science Edition)
基金
云南省应用基础研究基金(项目编号:97E040M)
