Seismic resistance of reinforced concrete interior pile cap using precast pile

Shinji Kishida, Atsusi Kubota, Kazuma Ishikawa, Shinji Sakai, Koichi Kobayashi, Shizuo Hayashi

Research output: Contribution to journalArticle

2 Citations (Scopus)

Abstract

The pile cap is the very important member connected with column, footing beams and pile. As vertical members, there are two kinds of member, column and pile, in a pile cap. So, the seismic behavior of pile cap is much complicated than the beam column joint. The expeiments on the reinforced concrete interior pile cap which were composed of one column, two footing beams and one pile were carried out under cyclic loadings. In this paper, the effects of the axial force of column and the volume of pile cap on the seismic behavior, e.g., the process of damages, failure mechanism and the ultimate strength of pile cap, are described.

Original languageEnglish
Pages (from-to)1131-1136
Number of pages6
JournalJournal of Structural and Construction Engineering
Volume74
Issue number640
DOIs
Publication statusPublished - 2009 Jun

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Piles
Reinforced concrete

Keywords

  • Footing beams
  • Joint
  • Pile cap
  • Pile seismic performance
  • Shear deformation

ASJC Scopus subject areas

  • Building and Construction
  • Architecture

Cite this

Seismic resistance of reinforced concrete interior pile cap using precast pile. / Kishida, Shinji; Kubota, Atsusi; Ishikawa, Kazuma; Sakai, Shinji; Kobayashi, Koichi; Hayashi, Shizuo.

In: Journal of Structural and Construction Engineering, Vol. 74, No. 640, 06.2009, p. 1131-1136.

Research output: Contribution to journalArticle

Kishida, Shinji ; Kubota, Atsusi ; Ishikawa, Kazuma ; Sakai, Shinji ; Kobayashi, Koichi ; Hayashi, Shizuo. / Seismic resistance of reinforced concrete interior pile cap using precast pile. In: Journal of Structural and Construction Engineering. 2009 ; Vol. 74, No. 640. pp. 1131-1136.
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