AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS

Hao Guiqiang; Du Yongshan; Qi Jianwei

doi:10.13204/j.gyjz20081010

Volume 38 Issue 10

Dec. 2014

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Hao Guiqiang, Du Yongshan, Qi Jianwei. AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 33-37. doi: 10.13204/j.gyjz20081010

Citation:

Hao Guiqiang, Du Yongshan, Qi Jianwei. AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 33-37. doi: 10.13204/j.gyjz20081010

Citation:

Hao Guiqiang, Du Yongshan, Qi Jianwei. AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(10): 33-37. doi: 10.13204/j.gyjz20081010

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AN EXPERIMENTAL STUDY ON HYSTERETIC BEHAVIOR OF REINFORCED CONCRETE ULTRASHORT COLUMNS AND STEEL REINFORCED CONCRETE ULTRA-SHORT COLUMNS

doi: 10.13204/j.gyjz20081010

1.
1. Civil Engineering College of Tianjin University Tianjin 300072;
2.
2. Dadi Civil Engineering Co.,Ltd in Hebei Province Shijiazhuang 050021

Received Date: 2008-06-02
Publish Date: 2008-10-20

Abstract

Abstract

Ultra-short columns will endure more lateral load because of their large stiffness compared to general columns in an earthquake.The deformation behavior and ductility of extremely short columns are poor due to the shear failure,which decreases the seismic performance of the concrete structure.The seismic performance of four ultra-short columns(two reinforced concrete ultra-short columns and two steel reinforced concrete ultra-short columns) are studied in this paper.The rational suggestions on design are proposed according to the current codes both at home and abroad.
- very short columns,
- steel reinforced concrete,
- seismic performance

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References(12)

References

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