Core Chinese Journal
Source Journal of CSCD
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 41 Issue 12
Dec.  2014
Turn off MathJax
Article Contents
Xiong Xueyu, Cheng Chen, Li Yuan, LüPin. STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 12-15. doi: 10.13204/j.gyjz201112003
Citation: Xiong Xueyu, Cheng Chen, Li Yuan, LüPin. STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(12): 12-15. doi: 10.13204/j.gyjz201112003

STUDY ON THE CONSTRUCTION PROCESS OF PRESTRESSED CONCRETE FRAME TAKING ACCOUNT OF THE IMPACT OF THE SECONDARY INTERNAL FORCE

doi: 10.13204/j.gyjz201112003
  • Received Date: 2011-07-28
  • Publish Date: 2011-12-20
  • In this paper, the prestressed concrete frame beam of the Oriental Sports Center was studied for the background.Through simulation analysis of the three construction schemes, it was obtained the impacts of different construction methods on structural cracking moment, crack width, mid-span deflection and ultimate bearing capacity of the structure.Finally, reasonable construction methods to adjust the secondary internal force of prestressed concrete frame structures are discussed.
  • loading
  • GB 500102002混凝土结构设计规范[S].
    [2] 熊学玉.预应力工程设计施工手册[M].北京:中国建筑工业出版社,2003.
    [3] GB 5015292混凝土结构试验方法标准[S].
    [4] 吕志涛,孟少平.现代预应力设计[M].北京:中国建筑工业出版社,1998.
    [5] 顾祥林.混凝土结构基本原理[M].上海:同济大学出版社,2007.
  • 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 (102) PDF downloads(46) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return