Seismic performance of a steel fiber reinforced concrete pile cap using headed main bars in foundation beams

Satoshi Kake, Masanori Sakata, Masaki Tabei, Masahiro Hoshino, Yoshihiro Ohta, Yuji Ishikawa

研究成果: Article

抜粋

In this study, the seismic performance of SFRC pile cap using headed main bars in foundation beams was examined by a lateral loading test and an FEM analysis. A double strut model, involving the development of two struts in the pile cap, was identified as the stress transfer mechanism under lateral loading. The first strut to be formed connects the compressive parts at the opposite foundation beams end sections. The other strut to be formed connects the compressive part at the foundation beam end section to the head anchors of the foundation beam longitudinal bars of the beam end side.

元の言語English
ページ(範囲)949-959
ページ数11
ジャーナルJournal of Structural and Construction Engineering
84
発行部数761
DOI
出版物ステータスPublished - 2019 1 1

ASJC Scopus subject areas

  • Architecture
  • Building and Construction

フィンガープリント Seismic performance of a steel fiber reinforced concrete pile cap using headed main bars in foundation beams' の研究トピックを掘り下げます。これらはともに一意のフィンガープリントを構成します。

  • これを引用