THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS

You Qiang; You Meng

doi:10.13204/j.gyjz201110014

Volume 41 Issue 10

Dec. 2014

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Abstract

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You Qiang, You Meng. THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 55-58. doi: 10.13204/j.gyjz201110014

Citation:

You Qiang, You Meng. THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 55-58. doi: 10.13204/j.gyjz201110014

You Qiang, You Meng. THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 55-58. doi: 10.13204/j.gyjz201110014

Citation:

You Qiang, You Meng. THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 55-58. doi: 10.13204/j.gyjz201110014

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THE DISTINCTION AND DESIGN DEALING ON SHORT REINFORCED CONCRETE COLUMNS

doi: 10.13204/j.gyjz201110014

You Qiang¹,
You Meng²

1.
1. School of Economics and Management,Yibin University,Yibin 644000,China;
2.
2. School of Urban Construction University of South China,Hengyang 421001,China

Received Date: 2011-02-10
Publish Date: 2011-10-20

Abstract

Abstract

In order to avoid brittle failure of short columns, starting from the mechanics definition of the shortcolumns, pointed out the cause of the error judging method commonly used on the short column and gaved a universaldiscriminant equations． Then according to the design experience and previous research results, 9 proposed treatmenton short columns options to choose, a nd pointed out their advantages and disadvantages and scope． It would be able toselect treatment scheme according to the above in practice．
- short reinforced concrete columns,
- brittle failure,
- discriminant equations,
- treatment scheme,
- alternatives

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References(12)

References

GB 500102002 混凝土结构设计规范[S].

[2] JGJ 32002 高层建筑混凝土结构技术规程[S].

[3] GB 500112001 建筑抗震设计规范[S].

[4] 余建.建筑结构中短柱的界定及对改善抗震性能措施的评述[J].中国建材科技，2009 18(2):56-60.

[5] 肖健庄，姚钧，夏磊.钢筋混凝土极短柱抗剪承载力分析[J]．特种结构，2002，19(1):5-7.

[6] 李忠献，代崇阳.钢筋混凝土分体柱的抗震机理[J].地震工程与工程振动，2007，36(3):23-35.

[7] 林旭川，潘鹏，叶列平，等.汶川地震中典型RC 框架结构的震害仿真与分析[J].土木工程学报，2009，42(5):13-20.

[8] 张英华，黄承逵，赵国藩.采用X 形配筋改善短柱抗震性能的研究[J].大连理工大学学报，1998(3):332-336.

[9] 叶列平，曲哲，马千里，等.从汶川地震中框架结构震害谈强柱弱梁屈服机制的实现[J].建筑结构，2008，38 (11):52 －59.

[10] 杨红，韦锋，白绍良，等.柱增强系数取值对钢筋混凝土抗震框架塑性铰机构的控制效果[J].工程力学，2005，22 (2):156 －161.

[11] 薛彦涛，黄世敏，姚秋来，等.汶川地震钢筋混凝土框架结构震害及对策[J].工程抗震与加固改造，2009，31(5):93-100.

[12] 朱彦鹏，陶萱榕.钢筋混凝土框架柱端弯矩增大系数初探[J]．工程抗震与加固改造，2010，32(4):52-57．

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