| 高强钢在联合构架中的应用分析 |
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| 引用本文： | 王志慧. 高强钢在联合构架中的应用分析[J]. 兰州工业高等专科学校学报, 2014, 0(2): 54-57 |
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| 作者姓名： | 王志慧 |
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| 作者单位： | [1]兰州理工大学土木工程学院,甘肃兰州730050 [2]兰州职业技术学院汽车工程系,甘肃兰州730070 |
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| 摘 要： | 采用有限元分析软件MIDAS/GEN对大型变电站的高强钢联合构架进行了多种工况下的空间应力分析,以139 m长的联合构架为例,分析结论为大风工况是控制工况,高强钢联合构架的结构安全,同时将高强钢构架与普通钢构架进行对比,证明采用高强钢具有减轻构架自重、降低用钢量、缩短工期、节约成本的优势.
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| 关 键 词： | 高强钢 联合构架 空间应力分析 |
Analysis and Application of High Strength Steel in Combined Framework |
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| WANG Zhi-hui. Analysis and Application of High Strength Steel in Combined Framework[J]. Journal of Lanzhou Higher Polytechnical College, 2014, 0(2): 54-57 |
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| Authors: | WANG Zhi-hui |
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| Affiliation: | WANG Zhi-hui ( 1.School of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, China ; 2.Lanzhou Vocational Technical College, Lanzhou 730070, China) |
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| Abstract: | In this paper, the finite element analysis software of MIDAS/GEN high strength steel framework with the large substation under different conditions of space stress analysis, the framework with 139m long as an exam- ple, the analysis conclusion and wind conditions is to control the working condition, high strength structural steel framework with safety, at the same time, high strength steel frame and steel frame by contrast, the high strength steel can reduce weight, reduce the amount of steel structure, shorten the construction period, save the cost ad- vantage. |
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| Keywords: | high strength steel united framework spatial stress analysis |
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