| 天津梅江会展中心铸钢节点有限元分析 |
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| 引用本文： | 张朝,陈华周,钱焕,朱邵辉,赵利娟.天津梅江会展中心铸钢节点有限元分析[J].钢结构,2010,25(11):19-22. |
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| 作者姓名： | 张朝 陈华周 钱焕 朱邵辉 赵利娟 |
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| 作者单位： | 中建钢构有限公司北京分公司,北京,100058 |
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| 摘 要： | 天津梅江会展中心节点设计部分选用大型铸钢件。对该会展中心的大展馆屋面结构体系中的主桁架——倒三角张弦桁架两端与钢柱连接的铸钢节点,利用Pro/E软件建立节点模型,并导入有限元软件进行弹性分析,得到各测点的应力值,并对这些节点的承载安全性做出评价。
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| 关 键 词： | 铸钢节点 有限元分析 使用性能 |
FINITE ELEMENT ANALYSIS OF CAST STEEL OF TIANJIN MEIJIANG COVENTION AND EXHIBITION CENTRE |
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| Zhang Zhao,Chen Huazhou,Qian Huan,Zhu Shaohui,Zhao Lijuan.FINITE ELEMENT ANALYSIS OF CAST STEEL OF TIANJIN MEIJIANG COVENTION AND EXHIBITION CENTRE[J].Steel Construction,2010,25(11):19-22. |
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| Authors: | Zhang Zhao Chen Huazhou Qian Huan Zhu Shaohui Zhao Lijuan |
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| Affiliation: | Zhang Zhao Chen Huazhou Qian Huan Zhu Shaohui Zhao Lijuan (China Construction Steel Structure Co.Ltd,Beijing Branch,Beijing 100058,China) |
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| Abstract: | Large steel castings are applied to joints of the roof structure in Tianjin Meijiang Convention and Exhibition Centre.The stress value of measuring points is obtained by elastic analysis using finite element software.The steel casting joint models which connect both ends of the truss strings and steel columns in the roof structure are established by Pro/E software.And the analysis of the stress value indicates the large steel casting joints are safe. |
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| Keywords: | steel casting joints finite element analysis using performance |
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