| 大跨钢管拱桁架结构计算简化模型的分析 |
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| 引用本文： | 汪志香,李惠强,杜婷. 大跨钢管拱桁架结构计算简化模型的分析[J]. 基建优化, 2005, 26(6): 117-119 |
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| 作者姓名： | 汪志香 李惠强 杜婷 |
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| 作者单位： | 华中科技大学,武汉,430074 |
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| 摘 要： | 钢管拱桁架结构是大跨建筑中常用的一种结构形式，具有受力明确，计算模型简单，施工方便，用钢量省等优点。结合实际工程，对钢管拱桁架结构在设计过程中的简化模型进行计算分析。
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| 关 键 词： | 大跨建筑 钢管拱桁架 简化模型 |
| 文章编号： | 1000-7717(2005)06-0117-03 |
| 收稿时间： | 2005-08-06 |
| 修稿时间： | 2005-08-06 |
Analysis of Simplified Calculation Models for Large Span Steel-pipe Bow Frame |
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| WANG Zhi-xiang,LI Hui-qiang,DU Ting. Analysis of Simplified Calculation Models for Large Span Steel-pipe Bow Frame[J]. Optimization of Capital Construction, 2005, 26(6): 117-119 |
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| Authors: | WANG Zhi-xiang LI Hui-qiang DU Ting |
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| Affiliation: | Huazhong University of Science and Technology, Wuhan , Hubei 430074, China |
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| Abstract: | Steel-pipe bow frame, which has characters of definite load condition, simplified calculation models, simple construction, economical use of steel, ete, is a common structure form in large span structure. In this article, the simplified calculation models of steel-pipe bow frame are analyzed in the course of designing, combining with practical engineering. |
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| Keywords: | large span architecture steel-pipe bow frame simplified model |
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