RESEARCH OF HSC COLUMNS BEHAVIOR CONFINED BY HIGH-STRENGTH STIRRUPS UNDER ECCENTRIC LOADING

Shi Qingxuan; Yang Kun; Jiang Weishan; Zhang Xinghu; Meng He

doi:10.13204/j.gyjz200910019

Volume 39 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(10): 76-80

CHU Liusheng, YAN Zenghui, TIAN Ye, YUAN Chengfang. A Resilience Model for Joints Between Steel-Reinforced Concrete Columns and Steel Beams Considering the Effect of Floor Slabs in a Shear Failure Mode[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(1): 175-181,90. doi: 10.13204/j.gyjzG20122911

Citation:

Shi Qingxuan, Yang Kun, Jiang Weishan, Zhang Xinghu, Meng He. RESEARCH OF HSC COLUMNS BEHAVIOR CONFINED BY HIGH-STRENGTH STIRRUPS UNDER ECCENTRIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 76-80. doi: 10.13204/j.gyjz200910019

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RESEARCH OF HSC COLUMNS BEHAVIOR CONFINED BY HIGH-STRENGTH STIRRUPS UNDER ECCENTRIC LOADING

doi: 10.13204/j.gyjz200910019

1.
1. School of Civil Eng. ,Xi’an Univ. of Arch. &Tech. ,Xi’an 710055,China;
2.
2. School of Civil Eng. ,Chang’an Univ. ,Xi’an 710064,China

Received Date: 2008-10-10
Publish Date: 2009-10-20

Abstract

Abstract

A total of 10 high-strength concrete columns confined by high-strength stirrups were tested under eccentric loading.The test parameters included the arrangement,spacing of confinement reinforcement and the eccentricities.Test results indicate that,columns confined by stirrups with small spacing and high strength show extremely ductile behavior.Also the experimental column capacities are well above the analytical capacities indicated by the interaction diagrams based on the code.The analytical moment-curvature curves obtained using confined concrete model are in good agreement with the experimental ones.
- confined concrete,
- high-strength stirrups,
- eccentric loading,
- finite element analysis

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References(7)

References

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胡海涛,叶知满.复合箍筋约束高强混凝土应力应变性能[J].工业建筑,1997,27(10):23-28.

[3] Saatcioglu M,Razvi S R.High-Strength Concrete Columns with SquareSections Under Concentric Compression[J].Journal of StructuralEngineering,1998,124(12):1 438-1 447.

[4] Suzuki M,Akiyam A M,Hong K N,et al.Stress-Strain Model ofHigh-Strength Concrete Confined by Rectangular Ties[C]//13th WorldConference on Earthquake Engineering,2004.

[5] GB500102002混凝土结构设计规范[S].

[6] Daniel Cusson,Patrick Paultre.Stress-Strain Model for ConfinedHigh-Strength Concrete[J].Journal of Structural Engineering,1995,121(3):468-477.

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