VALIDITY OF ULTIMATE STRENGTH EVALUATION METHOD AND APPLICATION RANGE OF SIMPLIFIED ANALYTICAL MODEL ON REINFORCED CONCRETE PILE AND DRY SAND INTERACTION SYSTEM-Reference-Cited by-同舟云学术

VALIDITY OF ULTIMATE STRENGTH EVALUATION METHOD AND APPLICATION RANGE OF SIMPLIFIED ANALYTICAL MODEL ON REINFORCED CONCRETE PILE AND DRY SAND INTERACTION SYSTEM

Published:2024-04-01 Issue:818 Volume:89 Page:395-406
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Transactions of AIJ

Author:

HAYASHI Kazuhiro¹,KOASHI Kentaro²,TADAMURA Kazuki¹,TAMURA Shuji³

Affiliation:

1. Dept. of Arc., Chiba University

2. Dept. of Arc. and Civil Eng., Toyohashi University of Tech.

3. Dept. School of Env. and Soc., Tokyo Institute of Tech.

Publisher

Architectural Institute of Japan

Link

https://www.jstage.jst.go.jp/article/aijs/89/818/89_395/_pdf

Reference23 articles.

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2. 2) Joint Editorial Committee for the Report on the Great East Japan Earthquake Disaster: Report on the Great East Japan Earthquake Disaster, Building Series Volume 5, Damage to Building Foundations, 2015.3 (in Japanese)　東日本大震災合同調査報告書編集委員会: 東日本大震災合同調査報告建築編 5 建築基礎構造, 2015.3

3. 3) Architectural Institute of Japan: Report on the Damage Investigation of the 2016 Kumamoto Earthquakes, 2018.06. (in Japanese)　日本建築学会: 2016 年熊本地震災害調査報, 2018.06.

4. 4) Shuji TAMURA, Takenori HIDA: Effects of RC Pile Damage on Structure Behavior Based on Liquefaction Tests using Large Scale Shear Box, Journal of Structural and Construction Engineering (Transactions of AIJ), No.635, pp.91-96, 2009.01. (in Japanese)　田村修次, 肥田剛典: 大型せん断土槽を用いた液状化実験における RC杭の破壊が構造物挙動に及ぼす影響, 日本建築学会構造系論文集, No.635, pp.91-96, 2009.01.

5. 5) K. SHIBATA, H. FUNAHARA, T. NAGAO, Y. KAWAMATA, S. TAMURA: Damage Mechanism of Reinforced Concrete Piles with Axial Load Variation based on E-Defense Shaking Table Tests, Proc. the 7th International Conf. on Earthquake Geotechnical Eng., pp.4978-4985, 2019.06.