STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY

Xu Ya-feng; Jia Lian-guang; Wang Lian-guang; Liang Li; Zhang Hai-xia; Bai Shou-yan

doi:10.13204/j.gyjz200608021

Volume 36 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(8): 68-70,20

Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021

Citation:

Xu Ya-feng, Jia Lian-guang, Wang Lian-guang, Liang Li, Zhang Hai-xia, Bai Shou-yan. STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(8): 68-70,20. doi: 10.13204/j.gyjz200608021

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STUDY OF HIGH STRENGTH STEEL-REINFORCED CONCRETE FRAME JOINT HYSTERETIC CAPACITY

doi: 10.13204/j.gyjz200608021

1.
1. The School of Civil Engineering,Shenyang Jianzhu University Shenyang 110168;
2.
2. School of Resources and Civil Engineering,Northeastern University Shenyang 110004;
3.
3. The Library of Shenyang Jianzhu University Shenyang 110168

Received Date: 2006-04-25
Publish Date: 2006-08-20

Abstract

Abstract

By testing of 5 different high strength steel-reinforced concrete frame joints under low cyclic reversed load,the hysteretic behavior of the joints was ascertained.The hysteretic behaviors of the frame joints of steel-reinforced high strength concrete were analyzed using ANSYS and the comparison between experimental study and theoretical analysis.
- steel-reinforced high strength concrete,
- frame joint,
- finite element,
- nonlinear analysis,
- hysteretic behavior

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References(11)

References

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