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Volume 41 Issue 11
Dec.  2014
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Article Contents
Huang Liang, Xu Zipeng, Lu Yiqiu. A NEW FORMULA FOR BEARING CAPACITY OF RC ECCENTRIC COMPRESSION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 104-109. doi: 10.13204/j.gyjz201111023
Citation: Huang Liang, Xu Zipeng, Lu Yiqiu. A NEW FORMULA FOR BEARING CAPACITY OF RC ECCENTRIC COMPRESSION MEMBERS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 104-109. doi: 10.13204/j.gyjz201111023

A NEW FORMULA FOR BEARING CAPACITY OF RC ECCENTRIC COMPRESSION MEMBERS

doi: 10.13204/j.gyjz201111023
  • Received Date: 2011-01-24
  • Publish Date: 2011-11-20
  • In GB 500102002,the Mu-Nu relevant curve composed of two relevant curves couldn't transit well,and the small eccentric curves couldn't be connected with the axial point,which cause the calculation results with small eccentric formula near axial compression point to be unsafe.A unified calculation method is derived to connect pure bending,eccentric compression and axial compression.The formula has a definite physical meaning.Through the convergence between the small eccentric compression curves and axial compression point,these issues can be solved effectively.By comparing the curve of unified formula with that of code,which is consistent relatively,the judge of the type of eccentricity can be cancelled and the calculated reinforcement area can be returned to the unified formula for checking.The results show that there is a reinforcement mutation between small eccentricity formula and axial compression formula of the code.The small eccentric formula near axial compression point is not safe.The reinforcement calculation of the unified formula has a good transition and can meet the demand of GB 500682001.
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  • GB 500102002混凝土结构设计规范[S].
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    [3] 中国建筑科学研究院.钢筋混凝土偏心受压构件正截面强度的试验研究[G]∥钢筋混凝土结构研究报告选集(2).北京: 中国建筑工业出版社,1981:6-19.
    [4] 马芹永.混凝土结构基本原理[M].北京:机械工业出版社, 2005:136-139.
    [5] 钟善桐.钢管混凝土结构[M].3版.北京:清华大学出版社, 2002:129-131.
    [6] 贡金鑫,魏巍巍.工程结构可靠性设计原理[M].北京:机械工业出版社,2007:86-88.
    [7] GB 500682001建筑结构可靠度设计统一标准[S].
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