| 杭州东站站台雨棚结构设计及分析 |
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| 引用本文： | 张卫,赵福令,李霆,周德良. 杭州东站站台雨棚结构设计及分析[J]. 建筑结构, 2011, 0(7) |
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| 作者姓名： | 张卫 赵福令 李霆 周德良 |
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| 作者单位： | 中南建筑设计院股份有限公司; |
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| 摘 要： | 杭州东站站台雨棚为交叉钢管桁架结构,具有较好的空间性能。为了研究该大跨度空间钢管结构的受力性能,利用规范理论与风洞试验相结合、足尺试验与有限元分析相结合等技术手段,对工程抗风和铸钢节点力学性能等进行了分析研究,在此基础上对该工程大跨度桁架结构的结构布置、节点设计与结构分析进行了介绍,对相似工程具有一定的参考价值。
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| 关 键 词： | 站台雨棚 大跨度 风洞试验 铸钢节点试验 |
Structural design and analysis on the canopy of East Hangzhou Railway Station |
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| Zhang Wei,Zhao Fuling,Li Ting,Zhou Deliang. Structural design and analysis on the canopy of East Hangzhou Railway Station[J]. Building Structure, 2011, 0(7) |
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| Authors: | Zhang Wei Zhao Fuling Li Ting Zhou Deliang |
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| Affiliation: | Zhang Wei,Zhao Fuling,Li Ting,Zhou Deliang(Central-South Architectural Design Institute Co.,Ltd.,Wuhan 430071,China) |
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| Abstract: | The canopy of East Hangzhou Railway Station is a steel structure of intersecting lattice pipe truss system,with excellent spatial performance.In order to investigate the mechanical performance of the large-span spatial steel pipe structure,the research work included the study of wind resistance and the cast-steel joint performance etc was done.The structural layout,joint design and structure analysis were introduced for design of the large-span truss structure. |
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| Keywords: | canopy large-span wind tunnel test cast-steel joint test |
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