SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES

Xu Xiangtao; Fan Tao

doi:10.13204/j.gyjz200909015

Volume 39 Issue 9

Dec. 2014

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Abstract

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(9): 74-76,66

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Citation:

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

Citation:

Xu Xiangtao, Fan Tao. SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 74-76,66. doi: 10.13204/j.gyjz200909015

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SOLUTIONS FOR OVERREINFORCED BEAMS IN REINFORCED CONCRETE FRAME STRUCTURES

doi: 10.13204/j.gyjz200909015

Xu Xiangtao^1,2,
Fan Tao^1,2

1.
1. College of Environment and Civil Engineering,Chengdu University of Technology,Chengdu 610059,China;
2.
2. State Key Laboratory of Geohazard Prevention and Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,hina

Received Date: 2008-10-08
Publish Date: 2009-09-20

Abstract

Abstract

The structural design of a france beam can be done by PKPM after determining column grid layout and floor scheme.Overreinforced beams in reinforced concrete frame structures can be judged by TAT or SATWE analysis.The controlling factors of overreinforced beams are section size,input mode,preferred materials and TAT or SATWE parameters.Overreinforced beams can be avoided by reasonable parameters evaluation
- frame structure beam,
- structure design,
- overreinforced phenomenon,
- solution PKPM,

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References(8)

References

GB500112001建筑抗震设计规范[S].

[2] 韩宗良.框架结构柱网尺寸的确定原则[J].建筑工人,2004(11):12-13.

[3] 中国建筑科学研究院PKPMCAD工程部.多层及高层建筑结构空间有限元分析与设计软件SATWE用户手册及技术条件[M].北京:中国建筑科学研究院PKPMCAD工程部,2005:100-101.

[4] 中国建筑科学研究院PKPMCAD工程部.新规范PKPM设计软件实用手册[M].北京:中国建筑科学研究院PKPMCAD工程部,2003:75-79.

[5] GB50010-2002混凝土结构设计规范[S].

[6] JGJ 3-2002高层建筑混凝土结构技术规程[S].

[7] 熊艳萍.框架梁计算刚度合理取值的研究[J].科技咨询导报,2007(27):25-26.

[8] 杜太生,黄荣杰.钢筋混凝土梁截面的经济取值研究[J].华北水利水电学院学报,2003,24(3):13-15.

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