BEARING CAPACITY OF FRAME’S COLUMN STRENGTHENED WITH ADDITIONAL FLANGE WALL

Fan Chao; Wang Ruheng; Jia Bin; Guo Wen

doi:10.13204/j.gyjz201104009

Volume 41 Issue 4

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(4): 38-41,123

Wang Xiaohan, Liu Bingkang, Lu Guo1 Chen Lihua, . EXPERIMENTAL STUDY ON SEISMIC BEHAVIOR OF RECYCLED CONCRETE MEMBERS SUBJECT TO REVERSED MOMENT,SHEAR AND TORSION[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(4): 21-24,117. doi: 10.13204/j.gyjz201204005

Citation:

Fan Chao, Wang Ruheng, Jia Bin, Guo Wen. BEARING CAPACITY OF FRAME’S COLUMN STRENGTHENED WITH ADDITIONAL FLANGE WALL[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(4): 38-41,123. doi: 10.13204/j.gyjz201104009

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BEARING CAPACITY OF FRAME’S COLUMN STRENGTHENED WITH ADDITIONAL FLANGE WALL

doi: 10.13204/j.gyjz201104009

1.
School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China

Received Date: 2010-10-22
Publish Date: 2011-04-20

Abstract

Abstract

A large number of frames damaged due to the poor lateral stiffness in Wenchuan Earthquake. Additonal flange wall could effectively improve the lateral stiffness. This paper analyzed the bearing capacity of special-shaped column of the practical engineering structures; meanwhile，it was obtained N － M curve and Mx － My curve of biaxial eccentricity compression based on numerical integration method. In addition，the Mx － My envelope diagram of an actual project was also calculated，which could provide a reference for section design and check.
- additional flange wall,
- biaxial eccentricity,
- bearing capacity of normal section,
- numerical integration

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References(4)

References

JGJ11698建筑抗震加固技术[S].

[2] 甘明华.不等肢异形截面柱双向偏心受压性能研究[D].天津:天津大学,2007.

[3] GB200102002混凝土结构设计规范[S].

[4] 陈云霞.T形、L形截面钢筋混凝土双向压弯构件正截面承载力的研究[J].建筑结构,1999(1):13.

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