DYNAMIC COLLAPSE MECHANISM AND ULTIMATE STRENGTH FOR CIRCULAR TUBE PILE BASED ON CENTRIFUGE TESTS OF SUPERSTRUCTURE-PILE-LIQUEFIED SOIL SYSTEM-Reference-Cited by-同舟云学术

DYNAMIC COLLAPSE MECHANISM AND ULTIMATE STRENGTH FOR CIRCULAR TUBE PILE BASED ON CENTRIFUGE TESTS OF SUPERSTRUCTURE-PILE-LIQUEFIED SOIL SYSTEM

Published:2016 Issue:730 Volume:81 Page:2079-2089
ISSN:1340-4202
Container-title:Journal of Structural and Construction Engineering (Transactions of AIJ)
language:en
Short-container-title:Nihon Kenchiku Gakkai Kozokei Ronbunshu

Author:

KIMURA Yoshihiro¹,GOTO Tenshiro²,MATOBA Moeko²,TAMURA Shuji³

Affiliation:

1. New Industry Creation Hatchery Center, Tohoku University

2. Graduate School of Tohoku University

3. School of Environment and Society, Tokyo Institute of Technology

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

Reference12 articles.

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2. 2) 建設省建築研究所：平成7年兵庫県南部地震被害調査報告書，1996.3

3. 3) 日本建築学会災害委員会：2011年東北地方太平洋沖地震災害調査，2011.9

4. 4) 木村祥裕，時松孝次：液状化地盤において鉛直荷重を受ける鋼管単杭の曲げ座屈応力度，日本建築学会構造系論文集，第595号，pp. 77-78，2005.9

5. 5) 日本建築学会：鋼構造限界状態設計指針・同解説，2010

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