橋口 公一 | Graduate School Of Bioresources And Environmental Sciences Kyushu University
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概要
関連著者
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橋口 公一
Graduate School Of Bioresources And Environmental Sciences Kyushu University
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Hashiguchi K
Kyushu Univ. Fukuoka
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Hashiguchi Koichi
Department Of Agricultural Engineering Kyushu University
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橋口 公一
Professor, Graduate School of Kyushu University, Department of Agricultural Engineering, Hakozaki 6-
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Collins Ian
Department Of Engineering Science School Of Engineering University Of Auckland
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三輪 晃一
Department Of Environmental Sciences And Technology Kagoshima University
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平 瑞樹
鹿児島大学農学部
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平 瑞樹
Department of Environmental Sciences and Technology, Kagoshima University
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橋口 公一
Graduate School of Kyushu University, Department of Agricultural Engineering
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岡安 崇史
Graduate School of Kyushu University, Department of Agricultural Engineering
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上野 正美
琉球大学大学院農学研究科
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COLLINS IAN
Department of Engineering Science, School of Engineering, University of Auckland
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COLLINS IAN.F.
Professor, Department of Engineering Science, School of Engineering, University of Auckland, Aucklan
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Collins Ian.f.
Professor Department Of Engineering Science School Of Engineering University Of Auckland Auckland Ne
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Collins F.
Department Of Engineering Science School Of Engineering University Of Auckland
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Collins Ian
Professor, Department of Engineering Science, School of Engineering, University of Auckland, Auckland, New Zealand.
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橋口 公一
Graduate School of Bioresources and Environmental Sciences, Kyushu University,
著作論文
- DEFORMATION BEHAVIOR OF "SHIRASU" AND ITS PREDICTION BY THE SUBLOADING SURFACE MODEL
- 摩擦性塑性体に関する降伏理論
- 粒状体の応力比-構造式に関する省察
- 諸戸靖史・河上房義共著"砂の変形における状態関数"(土木学会論文報告集229号・1974年9月掲載)への討議・付回答
- ON THE REPLACEMENT OF MATERIAL-TIME DERIVATIVE TO COROTATIONAL RATE OF YIELD FUNCTION : MATHEMATICAL PROOF
- STRESS RATE-ELASTIC STRETCHING RELATIONS IN ELASTOPLASTIC CONSTITUTIVE EQUATIONS FOR SOILS(closure)
- DESCRIPTION OF INHERENT/INDUCED ANISOTROPY OF SOILS : ROTATIONAL HARDENING RULE WITH OBJECTIVITY
- ON THE THERMOMECHANICAL APPROACH TO THE FORMULATION OF PLASTIC CONSTITUTIVE EQUATIONS
- STRESS RATE-ELASTIC STRETCHING RELATIONS IN ELASTOPLASTIC CONSTITUTIVE EQUATIONS FOR SOILS
- FUNDAMENTALS IN CONSTITUTIVE EQUATION : CONTINUITY AND SMOOTHNESS CONDITIONS AND LOADING CRITERION
- 粒状体に関する等方硬化理論
- 粒状体に関する等方硬化理論
- 摩擦性塑性体に関する降伏理論
- 一般膨脹性摩擦塑性体に関する速度場の理論 2重すべりの概念
- 摩擦性塑性体に関する速度場の理論
- STRESS RATE-ELASTIC STRETCHING RELATIONS IN ELASTOPLASTIC CONSTITUTIVE EQUATIONS FOR SOILS^i)