CUMULATIVE DAMAGE EVALUATION FOR COLLAPSE OF STEEL PILE IN LIQUEFIED SOIL SUBJECTED TO MULTIPLE EARTHQUAKES BASED ON CENTRIFUGAL TESTS OF SUPERSTRUCTURE-PILE FOUNDATION AND LIQUEFIED SOIL SYSTEM
Author:
Affiliation:
1. Graduate School of Engineering, Tohoku University / JSPS
2. Graduate School of Engineering, Tohoku University
3. School of Environment and Society, Tokyo Institute of Technology
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/86/783/86_749/_pdf
Reference23 articles.
1. 1) Kimura, Y., Goto, T., Matoba, M. and Tamura, S.: Dynamic Collapse Mechanism and Ultimate Strength for Circular Tube Pile based on Centrifuge Tests of Superstructure-Pile-Liquefied Soil System, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 81, No. 730, pp. 2079-2089, 2016.12 (in Japanese) 木村祥裕, 後藤天志郎, 的場萌子, 田村修次：遠心載荷装置を用いた上屋・杭基礎－地盤系における液状化地盤下の鋼管杭の動的メカニズムと終局耐力, 日本建築学会構造系論文集, 第 81 巻, 第 730 号, pp.2079-2089, 2016.12
2. 2) Kimura, Y., Matoba, M., Goto, T. and Tamura, S.: Dynamic Ultimate Strength for Circular Pile Stiffened at Pile Head based on Centrifuge Tests of Superstructure-Pile-Liquefied Soil System, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 82, No. 738, pp. 1221-1231, 2017.8 (in Japanese) 木村祥裕, 的場萌子, 後藤天志郎, 田村修次：遠心載荷実験装置を用いた上屋・杭基礎-地盤系における液状化地盤の杭頭補強鋼管杭の終局耐力評価, 日本建築学会構造系論文集, 第 82 巻, 第 738 号, pp. 1221-1231, 2017.8
3. 3) Kimura, Y., Matoba, M. and Tamura, S.: Collapse Mechanism of Steel Piles in Liquefied Soil based on Centrifugal Tests of Superstructure-Pile Foundation and Liquefied Soil System with High height-to-Width Aspect Ratio of Building, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 86, No. 779, pp. 53-63, 2021.1 (in Japanese) 木村祥裕, 的場萌子, 田村修次：塔状比の大きい上部構造物・杭基礎－地盤系の遠心載荷実験に基づく液状化地盤における鋼管杭の終局メカニズム, 日本建築学会構造系論文集, 第 86 巻, 第 779 号, pp. 53-63, 2021.1
4. 4) Kimura, Y. and Tokimatsu, K.: Buckling Stress of Steel Pile with Vertical Load in Liquefied Soil, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 595, pp. 77-78, 2005.9 (in Japanese) 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) Kimura, Y. and Tokimatsu, K.: Buckling Stress of Slender Pile with Lateral Displacement at the Pile Head in Liquefied Soil, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 617, pp. 169-175, 2007.11 (in Japanese) 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杭の曲げ座屈応力度, 日本建築学会構造系論文報告集, 第 617 号, pp. 169-175, 2007.11
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