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呈贡新城会议中心结构设计

Structural design on Conference Center of Chenggong New City
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摘要 呈贡新城会议中心建筑功能复杂,结构平面、竖向均不规则;钢结构屋面跨度大,造型独特,部分区域受荷大,是整个工程设计的重点和难点。结构计算分析采用了多种软件、模型和计算方法,并进行相互对比、复核,以保证结构主体的安全性。结构设计中积极与建筑师沟通、协商,实现了建筑造型与结构构件完美结合,更好地满足建筑功能和造型要求。 Conference Center of Chenggong New City has complex building functions,and is irregular in the plane and vertical.The large-span steel roof has special shape with large load in some areas,which is the emphasis and difficulty of the whole structure.Many software,models and calculation methods were used in the structural analysis,and mutual comparison and review were taken to ensure the safety of the main structure.Enough communications with architects during the design were contributed to realize the perfect combination of the building shape and structural members.The requirements of building function and shape were met.
机构地区 云南省设计院
出处 《建筑结构》 CSCD 北大核心 2011年第10期31-36,共6页 Building Structure
关键词 不规则结构 钢结构屋面 结构设计 irregular structure steel roof structure design
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参考文献2

  • 1GB50223--2008建筑工程抗震设防分类标准[S].北京:中国建筑工业出版社,2008.
  • 2GB50011-2001建筑抗震设计规范[S].2008年版.北京:中国建筑工业出版社,2008.

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