| 世博会英国馆裙房大悬挑折板结构设计与分析 |
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| 引用本文： | 李伟兴,许晓梁,Marco Cerini. 世博会英国馆裙房大悬挑折板结构设计与分析[J]. 结构工程师, 2010, 26(5) |
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| 作者姓名： | 李伟兴 许晓梁 Marco Cerini |
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| 作者单位： | 同济大学建筑设计研究院(集团)有限公司;AKT Design Company; |
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| 摘 要： | 世博会英国馆周边裙房的钢筋混凝土异形结构给结构设计带来巨大挑战,常规的计算分析方法已不再适用。通过采用平面框架模型和空间三维有限元模型的不同建模方法,解决了不同的结构难题,为该复杂结构的设计实现提供了思路。还通过利用多种结构软件对周边裙房及其基础进行的受力分析,得出一些有益的分析结论和设计体会,为今后类似工程提供参考借鉴。
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| 关 键 词： | 上海2010年世博会 英国馆 裙房 悬挑肋梁 折板 筏基 |
Structural Design and Analysis for Large-Cantilever Canopy Around Shanghai EXPO UK Pavilion |
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| LI Weixing,XU Xiaoliang,Marco Cerini. Structural Design and Analysis for Large-Cantilever Canopy Around Shanghai EXPO UK Pavilion[J]. Structural Engineers, 2010, 26(5) |
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| Authors: | LI Weixing XU Xiaoliang Marco Cerini |
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| Affiliation: | LI Weixing1,XU Xiaoliang1 Marco Cerini2(1.The Architectural Design & Research Institute of Tongji University(Group) Co.,Ltd.,Shanghai 200092,China,2.AKT Design Company,London EC1M 4EH,UK) |
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| Abstract: | Innovative architectural concept leads to a large challenge for structural design of large cantilever canopy around Shanghai EXPO UK pavilion,especially,conventional design method does not work for this irregular structure.Through application of 2D frame model analysis and 3D finite element analysis,this paper presents some constructive methods to solve various structural problems.Therefore,a feasible path to analyse the complicated structure has been got.Several calculation softwares have been adopted in t... |
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| Keywords: | Shanghai 2010 EXPO UK pavilion podium cantilever rib hipped-plate structure raft foundation |
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