SUGGESTION OF ULTIMATE STRENGTH FORMULAS OF PARTIAL FRAME PILE CAP COMPOSED OF EXTERIOR COLUMN, FOUNDATION BEAM AND PILE

Shinji Kishida, Tomohisa Mukai

研究成果: Conference contribution

抄録

Currently, there is no research and few valid experiments of pile caps. And shear failure mechanism of a pile, exterior column and foundation beam and pile caps in RC structure is not resolved yet under bi-lateral loading. Therefore, a performance evaluation method based on mechanical behaviour for pile caps has not been established. First, the fracture type was specified from the experimental results. Secondary, the ultimate strength formula of the pile cap was proposed based on the previous experimental results. It is a theoretical formula based on the truss-arch theory. It was confirmed that this formula can accurately evaluate the ultimate strength of the pile cap.

本文言語English
ホスト出版物のタイトルfib International Conference on Concrete Sustainability 2021
編集者Katerina Sojkova, Petr Hajek, Ctislav Fiala
出版社Czech Technical University in Prague
ページ300-308
ページ数9
ISBN(電子版)9788001069646
DOI
出版ステータスPublished - 2022 3月 3
イベントfib International Conference on Concrete Sustainability 2021, ICCS 2021 - Prague, Czech Republic
継続期間: 2021 9月 82021 9月 10

出版物シリーズ

名前Acta Polytechnica CTU Proceedings
33
ISSN(電子版)2336-5382

Conference

Conferencefib International Conference on Concrete Sustainability 2021, ICCS 2021
国/地域Czech Republic
CityPrague
Period21/9/821/9/10

ASJC Scopus subject areas

  • 工学一般
  • 物理学および天文学一般
  • 応用数学

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