Seismic resistance of reinforced concrete interior pile cap using precast pile

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

研究成果: Article

2 引用 (Scopus)

抜粋

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.

元の言語English
ページ(範囲)1131-1136
ページ数6
ジャーナルJournal of Structural and Construction Engineering
74
発行部数640
DOI
出版物ステータスPublished - 2009 6 1

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

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