| 钢管混凝土柱节点受力性能及设计方法研究 |
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| 引用本文： | 孙伟民,欧谨,韩晓健.钢管混凝土柱节点受力性能及设计方法研究[J].长春工程学院学报(自然科学版),2010,11(3):1-6,10. |
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| 作者姓名： | 孙伟民 欧谨 韩晓健 |
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| 作者单位： | 南京工业大学,南京,210009;南京工业大学,南京,210009;南京工业大学,南京,210009 |
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| 摘 要： | 通过对钢管混凝土柱节点竖向承载力试验、三维有限元分析和低周反复荷载试验,分析了结构的受力特征、破坏机理、抗震性能,对其设计方法进行了研究,并提出了设计建议.
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| 关 键 词： | 钢管混凝土柱节点 竖向承载力 抗震性能 |
Study on the behavior and design method of concrete-filled steel tubular joints |
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| SUN Wei-min,OU Jin,HAN Xiao-jian.Study on the behavior and design method of concrete-filled steel tubular joints[J].Journal of Changchun Institute of Technology(Natural Science Edition),2010,11(3):1-6,10. |
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| Authors: | SUN Wei-min OU Jin HAN Xiao-jian |
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| Institution: | SUN Wei-min,etc.(Nanjing University of Technology,Nanjing 210009,China) |
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| Abstract: | Through the vertical bearing capacity test,low-cyclic reverse loading test and three dimension finite element analysis on concrete-filled steel tubular,the behavior and failure mechanism and seismic behavior of joints are analyzed in this paper,the design of joints is studied,and design suggestion are proposed finally. |
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| Keywords: | concrete-filled steel tubular joints vertical bearing capacity seismic behavior design method |
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