SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS

Xie Qun; Lu Zhou-dao; Yu Jiang-tao

doi:10.13204/j.gyjz200604022

Volume 36 Issue 4

Dec. 2014

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Abstract

References

Article Navigation > INDUSTRIAL CONSTRUCTION > 2006 > 36(4): 73-74

Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022

Citation:

Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022

Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022

Citation:

Xie Qun, Lu Zhou-dao, Yu Jiang-tao. SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(4): 73-74. doi: 10.13204/j.gyjz200604022

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SUMMARY OF ANCHOR BEHAVIOR UNDER SEISMIC LOADS

doi: 10.13204/j.gyjz200604022

1.
Research Institute of Structural Engineering and Disaster Reduction,Tongji University Shanghai 200092

Received Date: 2005-12-22
Publish Date: 2006-04-20

Abstract

Abstract

Research achievements of seismic behavior of anchors at home and abroad are presented.Experimental results show that the tensile or shear capacity of anchors under dynamic loading increases as compared with static loading.The effect of cracked concrete and reinforcements on the earthquake-resistance capability of anchor is discussed,the seismic behavior of anchor in cracked concrete is reduced and close reinforcements significantly increase the seismic behavior of anchor.At last some advices are given for further research.
- anchor,
- earthquake-resistance,
- bearing capacity cracked concrete,
- reinforcements,

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References(7)

References

Milton Rodriguez, Zhang Yonggang, Dieter Lotez, et al. DynamicBehavior of Anchors in Cracked and Uncracked Concrete: A ProgressReport. Nuclear Engineering and Design, 1997, 168: 23-24

Mansour Shirvani, Richard E Klingner, Herman L Graves. BreakoutCapacity of Anchors in Concrete: TensionPShear.ACI Structural Journal,2004(11-12): 812-829

Jennifer Hallowell Gross, Richard E Klingner. Dynamic Behavior ofSingle and Double Near-Edge Anchors Loaded in Shear. ACI StructuralJournal, 2001,98(5): 665-676

Rodriguez M, Lotze D. Dynamic Behavior of Tensile Anchors toConcrete.ACI Structural Journal, 2001,98(4): 511-524

?万墨林.5混凝土结构后锚固技术规程?(JGJ 145-2004) 简介. 建筑结构, 2004, 34(9): 63-66

Sangyun Kim, Chulsoo Yu, Youngsoo Yoon. Sleeve-Type ExpansionAnchor Behavior in Cracked and Uncracked Concrete. NuclearEngineering and Design,2004, 228:273-281

Klingner R E, Mendonca J A. Effect of Reinforcement Details on theShear Resistance of Anchor Bolts under Reversed Cyclic Loading. ACIStructural Journal, 1982(1-2):3-12

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