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大型锅炉框架式基础的抗震设计 被引量:1

Seismic Design for Framing Foundation of Large Scale Boiler
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摘要 通过对工程实例两种计算方案的比较 ,说明了是否考虑地震作用对大型锅炉框架式基础的计算结果所产生的巨大差异 。 In the design for the framing foundation of a large-scale boiler, not only the requirement to carry the weight of the structure should be fulfilled, but also the earthquake action as one of the main loads shouldn’t be neglected. Whether merging earthquake action into loads combination or not will lead to two different results. After comparing two calculation methods for a practical project, the large difference between them has been found, and the calculation method to improve the capability of the frame to resist the earthquake action developed.
出处 《工程抗震》 2004年第3期17-21,共5页 Earthquake Resistant Engineering
关键词 锅炉 框架式基础 抗震设计 荷载 集中供热 framing foundation earthquake action seismic design
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参考文献2

  • 1.GB 50010—2002,混凝土结构设计规范[S].北京:中国建筑工业出版社,2002..
  • 2.GB 50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.111-118.

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