| 新型钢管混凝土柱节点竖向承载力的试验研究 |
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| 引用本文： | 欧谨,黄伟淳.新型钢管混凝土柱节点竖向承载力的试验研究[J].南京建筑工程学院学报,1999(3):7-12. |
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| 作者姓名： | 欧谨 黄伟淳 |
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| 作者单位： | [1]南京建筑工程学院土木工程系 [2]江苏省邮电管理局 |
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| 摘 要： | 通过钢管混凝土柱节点试验，分析了钢管混凝土柱节点的受力特征与破坏机理，并采用有限元法对节点进行了计算，为钢管混凝土柱的实际工程应用提供参考。
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| 关 键 词： | 钢管混凝土柱 竖向承载力 有限元分析 试验 |
Test Study on the Vertical Bearing Capacity of A New Type Concrete Filled Steel Tubular (CFST) Joints |
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| Ou Jin,Huang Weichun,Yang Fang,Sun Weimin.Test Study on the Vertical Bearing Capacity of A New Type Concrete Filled Steel Tubular (CFST) Joints[J].Journal of Nanjing Architectural and Civil Engineering Institute(Natural Science),1999(3):7-12. |
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| Authors: | Ou Jin Huang Weichun Yang Fang Sun Weimin |
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| Affiliation: | Ou Jin 1) Huang Weichun 2) Yang Fang 1) Sun Weimin 1) |
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| Abstract: | The experimental and analytical study on the behavior and failure mechanism of a new type concrete filled steel tubular column joints is presented in this paper.This is followed by the finite element analysis on the joints.Suggestions are submited for practical use of the new type CFST joints. |
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| Keywords: | concrete filled steel tubular steel pin vertical bearing capacity finite element analysis |
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