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

DYNAMIC ULTIMATE STRENGTH FOR CIRCULAR TUBE PILE STIFFENED AT PILE HEAD BASED ON CENTRIFUGE TESTS OF SUPERSTRUCTURE-PILE-LIQUEFIED SOIL SYSTEM

Published:2017 Issue:738 Volume:82 Page:1221-1231
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,MATOBA Moeko²,GOTO Tenshiro²,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

Reference13 articles.

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2. 2) 建設省建築研究所編：建設省総合技術開発プロジェクト「新建築構造体系の開発」性能評価分科会基礎 WG 最終報告書

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) 木村祥裕, 時松孝次：液状化地盤において杭頭水平変位を伴う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617号, pp. 169-175, 2007.11

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