DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION

Liu Jiming; Li Jiafu; Men Jinjie

doi:10.13204/j.gyjz200404014

Volume 34 Issue 4

Dec. 2014

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Abstract

References

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Liu Jiming, Li Jiafu, Men Jinjie. DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 46-48. doi: 10.13204/j.gyjz200404014

Citation:

Liu Jiming, Li Jiafu, Men Jinjie. DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 46-48. doi: 10.13204/j.gyjz200404014

Liu Jiming, Li Jiafu, Men Jinjie. DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 46-48. doi: 10.13204/j.gyjz200404014

Citation:

Liu Jiming, Li Jiafu, Men Jinjie. DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(4): 46-48. doi: 10.13204/j.gyjz200404014

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DUCTILITY OF CORNER POST UNDER COMPRESSION,BENDING, SHEARING AND TORSION ACTION

doi: 10.13204/j.gyjz200404014

1.
Qingdao Institute of Architecture and Engineering Qingdao 266033

Received Date: 2003-07-29
Publish Date: 2004-04-20

Abstract

Abstract

The ductility of a corner post for a concrete frame under combination forces of compression, bending, shearing and torsion, as well as the torsional stiffness of its specimen at cracking, yielding and ultimate state are studied according to the changes in axial pressure ratio and relative eccentricity.The forced behavior of the corner post is also summarized by statistic analyses, which provides a theoretical basis for actual design.
- composite force,
- ductility,
- torsional stifness

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References(3)

References

[2] 刘继明, 张连德, 孙黄胜.钢筋混凝土双向偏压剪扭复合受力构件抗震性能试验研究.工业建筑, 2002.32(12)

孙黄胜.钢筋混凝土双向偏压剪扭构件在反复扭矩作用下受扭性能的试验研究:[硕士论文].青岛:青岛建筑工程学院, 2001

[3] 刘继明, 时伟.钢筋混凝土偏压剪扭构件的变形计算方法探讨.工程抗震, 2001(9)

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