| 福建大学生体育馆结构设计 |
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| 引用本文： | 庄水发. 福建大学生体育馆结构设计[J]. 福建建筑, 2009, 0(3): 39-41 |
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| 作者姓名： | 庄水发 |
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| 作者单位： | 福建省建筑设计研究院,350001 |
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| 摘 要： | 福建大学生体育馆钢屋盖拱脚间跨度为145m，采用空间钢管桁架体系。本文主要介绍了对该结构进行混凝土结构独立模型、钢结构独立模型以及组合模型的结构分析，对于计算结果进行了详细的讨论，经验可供同类工程参考。
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| 关 键 词： | 大跨度屋面结构 钢-混凝土混合结构分析 |
Nolinear Structural Analysis of Large-span Steel Structure Roof of Fujian University Stadium |
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| Zuan Suifa. Nolinear Structural Analysis of Large-span Steel Structure Roof of Fujian University Stadium[J]. Fujian Architecture & Construction, 2009, 0(3): 39-41 |
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| Authors: | Zuan Suifa |
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| Affiliation: | Fujian Architecture Design & Research Institution 350001 |
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| Abstract: | Space steel pipe truss is adopted in the Fujian University Stadium roof with 261m span.This paper mainly introduces the nonlinear structural analysis of the roof.The analysis includes elastic buckling analysis,nonlinear stability analysis and Pushover analysis.The experience can be referred by similar engineering. |
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| Keywords: | large-span space roof structure stadium roof nonlinear structural analysis |
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