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,