PARAMETER IDENTIFICATION OF LIQUEFIED SOIL MODEL FROM RECORD OF CENTRIFUGE TESTING-Reference-Cited by-同舟云学术

PARAMETER IDENTIFICATION OF LIQUEFIED SOIL MODEL FROM RECORD OF CENTRIFUGE TESTING

Published:2020 Issue:774 Volume:85 Page:1025-1034
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:

SUZUKI Takuya¹,OKUMURA Takehiro¹

Affiliation:

1. R&D Institute, Takenaka Corporation

Publisher

Architectural Institute of Japan

Subject

Building and Construction,Architecture

Link

https://www.jstage.jst.go.jp/article/aijs/85/774/85_1025/_pdf

Reference19 articles.

1. 1) Kobayashi, K. et al. : Estimation of Deep Underground Velocity Structure by Inversion of Spectral Ratio of Horizontal to Vertical Component in P-Wave Part of Earthquake Motion, 12WCEE, paper No. 2658, 2000

2. 2) Kawase, K. et al. : The Optimal Use of Horizontal-to-Vertical Spectral Ratios of Earthquake Motions for Velocity Inversions Based on Diffuse-Field Theory for Plane Waves, Bull. Seism. Soc. Am., Vol. 101, No. 5, pp. 2001-2004, 2011.10

3. 3) Tokimatsu, K. et al. : Strain-dependent Dynamic Properties of Surface Soils Estimated from Strong-motion Accelerograms, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 388, pp. 131-137, 1988.6 (in Japanese)

4. 4) Sato, K. et al. Identification of Shear Wave Propagation and Inversion of Nonliearlity of Soil in Sedimentary Basin – Analysis of Weak Motion and Strong Motion Observed at a Vertical Array at Kuno District in the Ashigara Valley, Journal of Structural and Construction Engineering (Transactions of AIJ), No. 449, pp. 55-68, 1993.7 (in Japanese)

5. 5) Murakami, A. et al. : Data assimilation for elastoplastic behavior of the ground, 58th National Congress of Theoretical and Applied Mechanics, OS23-2, 2009　村上ほか：地盤の弾塑性挙動に対するデータ同化, 第58回理論応用力学講演会, OS23-2, 2009

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