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
Author:
Affiliation:
1. Graduate School of Engineering, Tohoku University
2. Graduate School of Engineering, Tohoku University /JSPS
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/86/779/86_53/_pdf
Reference15 articles.
1. 1) Architectural Institute of Japan : Preliminary Reconnaissance Report of the 2011 Tohoku-Chiho Taiheiyo-Oki Earthquake, 2011.8
2. 2) Kimura, Y., Kishino, Y. and Tamura, S. : Dynamic Flexural Buckling for Circular Tube Piles based on Centrifuge Tests of Superstructure-Pile-Liquefied Soil system, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 80, No. 717, pp. 1707-1716, 2015.11 (in Japanese)
3. 3) 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)
4. 4) 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)
5. 5) Kimura, Y. and Tokimatsu, K. : Buckling Stress of Slender Piles with Rotational Restraint at the Pile Head in Liquefied Soil, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 74, No. 638, pp. 721-730, 2009.4 (in Japanese)
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