| 某钢雨棚的设计分析及节点计算 |
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| 引用本文： | 花夏.某钢雨棚的设计分析及节点计算[J].盐城工学院学报(自然科学版),2020,33(3):62-68. |
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| 作者姓名： | 花夏 |
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| 作者单位： | 江苏省建筑设计研究院有限公司 第一设计院, 江苏 南京 210000 |
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| 摘 要： | 以7度区(0.10 g)某钢雨棚作为研究对象,重点分析了该钢雨棚的设计分析过程,对相关设计参数进行了介绍。对其中采用的铸钢节点进行计算分析,采用有限元方法进行计算分析得出铸钢节点的强度破坏、局部稳定破坏和节点的变形,并与设计规范进行复核,通过合理设置节点壁厚等措施,以满足设计要求。
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| 关 键 词： | 钢雨棚 设计过程分析 节点计算 |
| 收稿时间： | 2020/6/30 0:00:00 |
Design Analysis and Node Calculation of One Steel Canopy |
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| HUA Xia.Design Analysis and Node Calculation of One Steel Canopy[J].Journal of Yancheng Institute of Technology(Natural Science Edition),2020,33(3):62-68. |
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| Authors: | HUA Xia |
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| Affiliation: | First Design Institute of Jiangsu Architectural Design and Research Institute Co.Ltd., Nanjing Jiangsu210000, China |
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| Abstract: | In this paper, a steel canopy in the 7 degree zone(0. 10 g)is taken as the research object. The design and analysis process of the steel canopy is mainly analyzed, and the relevant design parameters are introduced. The cast steel joint is calculated and analyzed. The strength failure, local stability failure and deformation of cast steel joints are calculated and analyzed by using finite element method, and the design specification is rechecked. The measures such as reasonable setting of joint wall thickness are adopted to meet the design requirements. |
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| Keywords: | steel canopy design process with analysis hode caculation |
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