Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 34 Issue 3
Dec.  2014
Turn off MathJax
Article Contents
Tong Liping, Ren Junchao, Tang Bifeng. STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 65-67. doi: 10.13204/j.gyjz200403020
Citation: Tong Liping, Ren Junchao, Tang Bifeng. STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(3): 65-67. doi: 10.13204/j.gyjz200403020

STUDY OF THE SUSPENDED CABLE-ARCH STEEL ROOF SYSTEM OF ZHENGZHOU INTERNATIONAL CONVENTION AND EXHIBITION CENTER

doi: 10.13204/j.gyjz200403020
  • Received Date: 2003-10-25
  • Publish Date: 2004-03-20
  • The steel-roof structure of Zhengzhou International Convention and Exhibition Center uses spatially suspended prestress cable-arch system, which satisfies the needs of internal large space, external long overhanging and uniqueness and lightness in architectural shape.This paper approaches the structural property of the structural layout, construction plan and the damage at each stressing stage.It provides the technical data for increasing the structural security, reliability and economy.It also provides profitable references and engineering accumulations for the design of other similar forms of structure.
  • loading
  • 沈世钊, 徐崇宝, 赵臣.悬索结构设计.北京:中国建筑工业出版社, 1997
    [2] 董石麟, 钱若军.空间网格结构分析理论与计算方法.北京:中国建筑工业出版社, 2000
    [3] 任俊超, 童丽萍, 赵轶西.郑州国际会展中心展厅钢屋盖的动力特性研究.世界地震工程, 2003(4)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (104) PDF downloads(124) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return