EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

Zhang Guojun; LüXilin

doi:10.13204/j.gyjz200503009

Volume 35 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(3): 20-22,26

LI Qin, LIU Yijun, YU Xiaoqian, DI Wei. VALUE ASSESSMENT OF REGENERATION FOR FENGLEI INSTRUMENT FACTORY FROM THE PERSPECTIVE ON SUSTAINABLE DEVELOPMENT[J]. INDUSTRIAL CONSTRUCTION, 2020, 50(10): 43-48. doi: 10.13204/j.gyjzG20021906

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Zhang Guojun, LüXilin. EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(3): 20-22,26. doi: 10.13204/j.gyjz200503009

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EXPERIMENTAL STUDY ON MECHANICAL BEHAVIOR OF HIGH STRENGTH CONCRETE SHORT COLUMNS WITH HIGH AXIAL LOAD RATIO

doi: 10.13204/j.gyjz200503009

1.
State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University Shanghai 200092

Received Date: 2004-11-12
Publish Date: 2005-03-20

Abstract

Abstract

Based on the seismic behavior experimental research on 3 high-strength concrete short columns under low-frequency cyclic loading,it is discussed and analyzed that the developing process and distributing of cracks at high-strength concrete short columns crack,reinforcing steel bars strains variational regular pattern and the influence of type of stirrups and stirrup ratio on modification of high-strength concrete short columns.
- high strength concrete,
- short column,
- crack,
- strain,
- stirrup ratio,
- type of stirrups

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References(6)

References

[2] 姜维山,白国良.配复合箍、螺旋箍、X形筋钢筋混凝土短柱的抗震性能及抗震设计.建筑结构学报,1994,15(1):2～16

中国土木工程学会,高强与高性能混凝土委员会.高强混凝土结构设计与施工指南.北京:中国建筑工业出版社,2001

[3] 张国军,白国良,刘伯权,等.高轴压比高强混凝土短柱抗震性能试验研究.西安建筑科技大学学报,2003,35(2):116～119

[4] Frdric Lgeron,Patrick Aultre.Behavior of High-Strength Concrete Column under Cyclic Flexure and Constant Axial.ACI Structural Journal,2000:591～601

[5] Yan Xiao,Henry W Yun.Experiment Studies on Full-Scale High-Strength Concrete Columns.ACI Structural Journal,2002,99(2)

[6] 张国军.大型火力发电厂高强混凝土框架柱的抗震性能研究.西安建筑科技大学,2003

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沈阳化工大学材料科学与工程学院沈阳 110142

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