EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES

Rong Xian; Xu Xiaozhe; Li Yanyan

doi:10.13204/j.gyjz201307017

Volume 43 Issue 7

Dec. 2014

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Rong Xian, Xu Xiaozhe, Li Yanyan. EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 72-75. doi: 10.13204/j.gyjz201307017

Citation:

Rong Xian, Xu Xiaozhe, Li Yanyan. EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(7): 72-75. doi: 10.13204/j.gyjz201307017

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EXPERIMENTAL RESEARCH ON ASEISMIC BEHAVIOR OF PRESTRESSED HIGH STRENGTH CONCRETE PIPE PILES

doi: 10.13204/j.gyjz201307017

1.
1. School of Civil Engineering,Hebei University of Technology,Tianjin 300401,China;
2.
2. Civil Engineering Technology Research Center of Hebei Province,Tianjin 300401,China

Received Date: 2013-01-15
Publish Date: 2013-07-20

Abstract

Abstract

Four PHC pipe piles were tested on a seismic performance under low cyclic loading.The influence of pile core and configurating non-prestressed reinforcement on the failure characteristic, hysteretic performance, skeleton curve, ductility performance, and rigidity degradation of pipe piles were analyzed.The results indicated that the deformation capacity of pipe piles could be improved by pile core;the hysteretic performance, ductility performance and energy dissipation capacity of pipe piles could be improved more effectively by configurating some non-prestressed reinforcement.
- PHC pipe piles,
- pile core,
- non-prestressed reinforcement,
- aseismic behavior,
- ductility

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References(7)

References

黄小文,邓志深.PHC 管桩的施工和应用[J].水运工程,2006(7):75－77.

[2] 施峰.PHC 管桩荷载传递的试验研究[J].岩土工程学报,2004,26(1):95－991.

[3] 许国平.PHC 桩的荷载传递特性综合分析[J].福建建筑,2005(2):95－971.

[4] GB 134762009先张法预应力混凝土管桩[S].

[5] DB 29－1102010预应力混凝土管桩技术规程[S].

[6] JGJ 10196建筑抗震试验规程[S].

[7] Park R, Paulay T.Reinforced Concrete Structures [M].New?York: John Wiley ＆ Sons,1975.

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