RECOMMENDATIONS FOR STRUCTURAL DESIGN OF PILE CAP FOR SINGLE PILE WITH HORIZONTAL TWO-WAY ECCENTRICITY-Reference-Cited by-同舟云学术

RECOMMENDATIONS FOR STRUCTURAL DESIGN OF PILE CAP FOR SINGLE PILE WITH HORIZONTAL TWO-WAY ECCENTRICITY

Published:2024-07-01 Issue:821 Volume:89 Page:763-770
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

SUZUKI Suguru¹,KUGAI Kentaro²,ICHINOSE Toshikatsu³

Affiliation:

1. School of Systems Eng., Kochi University of Tech.

2. Grad. School of Infrastructure Systems Eng., Kochi Univ. of Tech.

3. Faculty of Science and Technology, Meijo University

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/821/89_763/_pdf

Reference16 articles.

1. 1) AIJ: AIJ Standard for Structural Calculation of Reinforced Concrete Structures, 2018 (in Japanese)　AIJ: 鉄筋コンクリート構造計算規準・同解説, 2018

2. 2) A. Tanaka, M. Sugiyama and Y. Nishimura: Development of Rational Design Method on Footing Joint with Eccentricity, Summaries of Technical Papers of Annual Meeting, Structure IV, pp. 423-426, 2006 (in Japanese)　田中麻美, 他2名: 柱と杭が偏心した基礎接合部の合理的な設計法の開発, 日本建築学会大会学術講演梗概集（関東）, 構造IV, pp. 423-426, 2006.9

3. 3) AIJ standard for Structural Calculation of Reinforced Concrete Structures Q & A, Question 17: http://news-sv.aij.or.jp/kouzou/s48/faq_1017.pdf (Accessed 6 Dec. 2023, in Japanese)　鉄筋コンクリート構造計算規準・同解説 Q&A 質問 17, http://news-sv.aij.or.jp/kouzou/s48/answer.htm（2023.12.6 取得）

4. 4) S. Suzuki and T. Ichinose: Non-Linear FEM Analysis of Footing Joints with Bi-Directional Eccentricity of Column and Pile, Proceedings of the JCI, Vol. 43, No. 2, pp.31-36, 2021 (in Japanese)　鈴木卓, 市之瀬敏勝: 柱と杭が水平２方向に偏心する杭頭接合部の非線形FEM解析, コンクリート工学年次論文集, Vol. 43, No. 2, pp. 31-36, 2021

5. 5) K. Kugai, S. Suzuki, T. Ichinose and S. Tanaka: Structural Performance of Pile-Caps with Horizontal Two-Way Eccentricity between Column and Pile, Proceedings of the JCI, Vol. 45, No. 2, pp. 535-540, 2023 (in Japanese)　陸井健太郎, 他 3 名: 柱と杭の水平二方向偏心を有する杭頭接合部の構造性能, コンクリート工学年次論文集, Vol. 45, No. 2, pp. 535-540, 2023