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Shear performance evaluation of PHC piles under different levels of axial load ratio

Author(s): ORCID (Department of Architecture and Building Engineering Tokyo Institute of Technology Tokyo Japan)
(Department of Architecture and Building Engineering Tokyo Institute of Technology Tokyo Japan)
(Institute of Innovative Research Tokyo Institute of Technology Tokyo Japan)
ORCID (Institute of Innovative Research Tokyo Institute of Technology Tokyo Japan)
(Engineering Department Concrete Pile and Pole Industrial Technology Association Tokyo Japan)
(Technology Development Division Fujita Corporation Tokyo Japan)
(Structural Research Group Building Research Institute Tsukuba Japan)
(College of Engineering and Applied Science Universty of Wyoming Laramie Wyoming USA)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 9, v. 51
Page(s): 2091-2112
DOI: 10.1002/eqe.3655
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1002/eqe.3655.
  • About this
    data sheet
  • Reference-ID
    10663273
  • Published on:
    09/05/2022
  • Last updated on:
    17/06/2022
 
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