Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
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Li Shesheng. DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 164-168. doi: 10.13204/j.gyjz201201032
Citation: Li Shesheng. DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(1): 164-168. doi: 10.13204/j.gyjz201201032

DESIGN OF A MULTI-LAYER AND LARGE SPACE GYMNASIUM

doi: 10.13204/j.gyjz201201032
  • Received Date: 2011-07-15
  • Publish Date: 2012-01-20
  • It was comprehensively analysed the gymnasium of a college in Gansu,which was an irregular structure with multi-layer and large space.Considering the fact that its roof-spatial grid structure and lower main-body were made of two different material,it was analysed the spatial co-action principle and earthquake performance between roof-structure and its main-body,a reasonable calculating model was set up.And constructional computing program was used to calculate its anti-earthquake capability,and its calculation results were regulated manually.The design fully considered its construction measure to ensure the engineering safety.
  • 焦英立,陈勇,张湘冀. 空旷公共建筑--华侨城室内剧场抗震设计[J].建筑结构,2007,(04):77-85.
    GB500112001建筑抗震设计规范[S].
    JGJ791网架结构设计与施工规程[S].
    JGJ32002,J1862002高层建筑混凝土结构技术规程[S].
    李云贵. PKPM结构软件研讨会教材[M].北京:中国建筑科学研究院建筑工程软件研究所,2007.
    GB500lO一2002混凝土结构设计规范[S].
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