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書誌情報ファイル
Centrifuge model tests and large deformation analyses of a breakwater subject to combined effects of tsunami
  Ueda, Kyohei; Iai, Susumu; Tobita, Tetsuo (2016-12)
  Soil Dynamics and Earthquake Engineering, 91: 294-303
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Dilatancy of granular materials in a strain space multiple mechanism model
  Iai, Susumu; Tobita, Tetsuo; Ozutsumi, Osamu; Ueda, Kyohei (2010-03-11)
  International Journal for Numerical and Analytical Methods in Geomechanics, 35(3): 360-392
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Effects of confining‐pressure dependent Lame moduli on the frequency‐dependent amplification of a poro‐viscoelastic soil layer under horizontal cyclic loading
  Ueda, Kyohei (2021-11)
  International Journal for Numerical and Analytical Methods in Geomechanics, 45(16): 2408-2432
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Evaluation of failure of slopes with shaking-induced cracks in response to rainfall
  Xu, Jiawei; Ueda, Kyohei; Uzuoka, Ryosuke (2022-01)
  Landslides, 19(1): 119-136
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Hierarchical Bayesian Approach to Estimating Variability of Liquefaction Resistance of Sandy Soils Considering Individual Differences in Laboratory Tests
  Ueda, Kyohei (2022-02)
  Journal of Geotechnical and Geoenvironmental Engineering, 148(2)
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Influence of the sloping ground conditions and the subsequent shaking events on the pile group response subjected to kinematic interactions for a liquefiable sloping ground
  Sahare, Anurag; Ueda, Kyohei; Uzuoka, Ryosuke (2022-01)
  Soil Dynamics and Earthquake Engineering, 152
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Issues and Challenges in Seismic Risk Evaluation and its Uncertainty Reduction for the Nankai Trough Earthquake
  LEE, Seung Han; NISHIJIMA, Kazuyoshi; MATSUSHIMA, Shinichi; MIYAZAWA, Masatoshi; MOCHIZUKI, Kimihiro; IIDAKA, Takashi; UEDA, Kyohei; KAWASE, Hiroshi; MAKI, Norio (2017-09)
  京都大学防災研究所年報. B, 60(B): 354-365
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Noncoaxiality considering inherent anisotropy under various loading paths in a strain space multiple mechanism model for granular materials
  Ueda, Kyohei; Iai, Susumu (2021-04)
  International Journal for Numerical and Analytical Methods in Geomechanics, 45(6): 815-842
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Numerical modeling of seepage and deformation of unsaturated slope subjected to post-earthquake rainfall
  Xu, Jiawei; Ueda, Kyohei; Uzuoka, Ryosuke (2022-08)
  Computers and Geotechnics, 148
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Numerical Predictions for Centrifuge Model Tests of a Liquefiable Sloping Ground Using a Strain Space Multiple Mechanism Model Based on the Finite Strain Theory
  Ueda, Kyohei; Iai, Susumu (2018-10)
  Soil Dynamics and Earthquake Engineering, 113: 771-792
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Numerical study on the effect of rotation radius of geotechnical centrifuge on the dynamic behavior of liquefiable sloping ground
  Sahare, Anurag; Tanaka, Yoshikazu; Ueda, Kyohei (2020-11)
  Soil Dynamics and Earthquake Engineering, 138
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ひずみ空間多重せん断モデルによる粘性土の力学挙動の表現
  井合, 進; 上田, 恭平 (2016-06)
  京都大学防災研究所年報. B, 59(B): 92-114
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初期構造(固有)異方性を考慮した線形弾性体の多重せん断機構の概念に基づく解釈
  上田, 恭平; 井合, 進 (2016-06)
  京都大学防災研究所年報. B, 59(B): 115-124
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初期構造異方性を有する多重せん断型非線形弾性体のtotal Lagrange法に基づく大変形定式化
  上田, 恭平; 中原, 知洋; 井川, 誠二 (2021-12)
  京都大学防災研究所年報. B, 64(B): 108-114
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幾何学的非線形性を考慮した多重せん断モデル型弾性体の定式化
  上田, 恭平; 井合, 進; 飛田, 哲男; 小堤, 治 (2009-06-01)
  京都大学防災研究所年報. B, 52(B): 383-394
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益城町, 西原村及び南阿蘇村における熊本地震被害報告書
  橋本, 卓磨; 飛田, 哲男; 上田, 恭平 (2016-06)
  京都大学防災研究所年報. B, 59(B): 125-134
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砂の力学モデルとしての多重せん断モデルの有限ひずみ(大変形)解析の定式化
  井合, 進; 上田, 恭平; 飛田, 哲男; 小堤, 治 (2009-06-01)
  京都大学防災研究所年報. B, 52(B): 323-344
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自立式矢板護岸の動的有効応力解析
  上田, 恭平; 飛田, 哲男; 井合, 進 (2008-06-01)
  京都大学防災研究所年報. B, 51(B): 339-346
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飽和砂地盤上の盛土の動的変形挙動
  飛田, 哲男; 井合, 進; 上田, 恭平 (2006-04-01)
  京都大学防災研究所年報. B, 49(B): 369-375
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