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。
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 the design process.As a result,some analysis conclusions can be regarded as references for similar engineering projects.
出处
《结构工程师》
2010年第5期1-7,共7页
Structural Engineers
