| 超高层钢筋混凝土结构梁柱节点的有限元分析 |
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| 引用本文： | 沈珉 颜莓. 超高层钢筋混凝土结构梁柱节点的有限元分析[J]. 天津大学学报(自然科学与工程技术版), 1999, 32(3): 389-392 |
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| 作者姓名： | 沈珉 颜莓 |
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| 作者单位： | [1]天津大学机械工程学院 [2]天津市政工程设计研究院 |
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| 基金项目： | 实验力学中的现代光学技术国家专业实验室基金 |
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| 摘 要： | 应用多重多枝子结构方法，对超高层钢筋混凝土结构的梁柱不同强等级混凝土节点，在考虑复杂钢筋配置的情况下，进行具有十万多个自由度的有限元分析，得到梁柱节点的混凝土和钢筋的应力分布及应力集中区范围，为梁柱节点的合理设计提供了重要的分析结果。
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| 关 键 词： | 超高层 钢筋混凝土结构 梁柱节点 有限元 |
FINITE ELEMENT ANALYSIS OF THE BEAM COLUMN JOINT WITH GAP GRADED CONCRETE IN SUPERTALL REINFORCED CONCRETE STRUCTURE |
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| Shen Min Tong Jingwei Li Hongqi Yue Cheng. FINITE ELEMENT ANALYSIS OF THE BEAM COLUMN JOINT WITH GAP GRADED CONCRETE IN SUPERTALL REINFORCED CONCRETE STRUCTURE[J]. Journal of Tianjin University(Science and Technology), 1999, 32(3): 389-392 |
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| Authors: | Shen Min Tong Jingwei Li Hongqi Yue Cheng |
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| Abstract: | This paper studies the stress of the beam column joint with gap graded concrete in supertall reinforced concrete structure,taking into account of the scheme of the distribution of reinforcement using a multi level substructuring technique of the finite element method.The distribution of stresses and the ranges of stress concentration are determined by more than 100,000 freedom analysis of FEM.The numerical results in the present paper are significant for improving the designs of the reinforced concrete beam column joints. |
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| Keywords: | supertall reinforced concrete structure beam colmn joint finite element analysis multi level substructuring technique |
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