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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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

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