| 天津大学体育场看台罩棚钢桁架设计与施工 |
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| 引用本文： | 英明,韩庆华,郭红云,顾志宏.天津大学体育场看台罩棚钢桁架设计与施工[J].建筑结构,2004(7). |
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| 作者姓名： | 英明 韩庆华 郭红云 顾志宏 |
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| 作者单位： | 天津大学建筑工程学院，天津大学建筑工程学院，建筑设计研究院，建筑设计研究院 300072，300072 |
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| 摘 要： | 天津大学体育场看台罩棚采用了大跨悬挑钢桁架结构 ,针对其跨度较大、形状不规则的特点 ,详细阐述了该种结构的体系布置情况和静、动力分析过程。体系布置采用三角形桁架结构 ,通过檩条和支撑将其连结成一个稳定的整体。最后简要地介绍了制作和安装方法
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| 关 键 词： | 大跨悬挑钢桁架结构 结构设计 静力计算 动力反应 反应谱法 时程分析法 |
Design and Construction of the Long\|span Cantilever Steel Truss Structure in Tianjin University Stadium |
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| Ying Ming\ Han Qinghua\ Guo Hongyun et al..Design and Construction of the Long\|span Cantilever Steel Truss Structure in Tianjin University Stadium[J].Building Structure,2004(7). |
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| Authors: | Ying Ming\ Han Qinghua\ Guo Hongyun |
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| Affiliation: | Ying Ming\ Han Qinghua\ Guo Hongyun et al. |
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| Abstract: | The cantilever of Tianjin university stadium is designed with long span steel truss structure.The structure has a wide span and irregular appearance.The situation of structural system and the process of the static and dynamic analysis are described in detail.In the static analysis,the effect of wind load and seismic load is emphasized.In the dynamic analysis,the response spectrum method and the time history analysis method are used to check the safety of the structure.The installation method is introduced briefly. |
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| Keywords: | long span cantilever steel truss structure structural design static analysis dynamic response |
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