李慧峰, 张玉蓉. 钢筋砼摩擦耗能支撑空间框架结构的内力分析[J]. 西南林业大学学报, 2000, 20(4): 237-242. DOI: 10.11929/j.issn.2095-1914.2000.04.010
引用本文: 李慧峰, 张玉蓉. 钢筋砼摩擦耗能支撑空间框架结构的内力分析[J]. 西南林业大学学报, 2000, 20(4): 237-242. DOI: 10.11929/j.issn.2095-1914.2000.04.010
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LI Hui-feng, ZHANG Yu-rong. Internal Force Analysis of Space Frame Structure with Reinforced Concrete Friction Energy Dissipation Braces[J]. Journal of Southwest Forestry University, 2000, 20(4): 237-242. DOI: 10.11929/j.issn.2095-1914.2000.04.010
Citation: LI Hui-feng, ZHANG Yu-rong. Internal Force Analysis of Space Frame Structure with Reinforced Concrete Friction Energy Dissipation Braces[J]. Journal of Southwest Forestry University, 2000, 20(4): 237-242. DOI: 10.11929/j.issn.2095-1914.2000.04.010
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钢筋砼摩擦耗能支撑空间框架结构的内力分析

Internal Force Analysis of Space Frame Structure with Reinforced Concrete Friction Energy Dissipation Braces

    摘要
  • 摘要: 运用矩阵位移法对带有杆(梁、柱)单元、楼板单元、剪力墙单元、钢筋砼摩擦耗能支撑单元的空间框架结构的节点位移和内力进行了分析.

     

    Abstract: In this paper, the node displacement and internal force of the space frame structure with bar(beam, column) element, floor element, shear-wall element, and reinforced concrete friction energy dissipation brace element are analyzed by using the Matrix-Displacement Method.

     

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