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Seismic Performance Test Research of PHC Pile
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[1]RONG XianJIA Nan,Ll Yan-yan.Seismic Performance Test Research of PHC Pile[J].Journal of Zhengzhou University (Engineering Science),2013,34(04):24-27.[doi:10.3969/j.issn.1671-6833.2013.04.006]
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Journal of Zhengzhou University (Engineering Science)[ISSN 1671-6833/CN 41-1339/T] Volume: 34 Number of periods: 2013 04 Page number: 24-27 Column: Public date: 2013-09-09
Title:
Seismic Performance Test Research of PHC Pile
Author(s):
RONG Xian1; 2JIA Nan1; 2; Ll Yan-yan1; 2
1.School of Civil Engineering，Hebei University of Technology ， Tianjin 300401，China; 2.Civil Engineering Technology Re-search Center of Hebei Province，Tianjin 300401，China
Keywords:
PHC pile ;  low cyclic loading;  ductility ;  seismic behavior
CLC:
TU378
DOI:
10.3969/j.issn.1671-6833.2013.04.006
Abstract:
In order to investigate the effect of the pile ’s diameter,pile body ’s effeetive prestress and configu-ration of a certain number of non prestressed reinforcement on seismic behavior of PHC pile,five PHC pileswere tested under low cyclic loading. The damage characteristic,bearing capacity, hysteretic curve and duc-tility were analyzed. It is shown that the seismic performance of PHC pile was reduced with the increase of thepile’s diameter and with the improvement of pile body’s effective prestress. The configuration of a certainnumber of non prestressed reinforcement can effectively improve the level of the pile ’s seismic performance.
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