岩崎 敏男 | Ground Vibration Section, Public Works Research Institute, Ministry of Construction
スポンサーリンク
概要
関連著者
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龍岡 文夫
Institute of Industrial Science, University of Tokyo
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岩崎 敏男
Ground Vibration Section, Public Works Research Institute, Ministry of Construction
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龍岡 文夫
Institute Of Industrial Science University Of Tokyo
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岩崎 敏男
土木研
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安田 進
九州工業大学
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常田 賢一
Ground Vibration Division Public Works Research Institute
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広瀬 誠
Soil Laboratory Toa Harbor Works Co. Ltd.
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岩崎 敏男
建設省
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安田 進
Kisojiban Consultants, Co., Ltd.,
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今井 常雄
Earthquake Engineering Division, Urawa Research Institute, OYO Co., Ltd.,
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今野 政志
Earthquake Engineering Division, Urawa Research Institute, OYO Co., Ltd.,
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今井 常雄
Earthquake Engineering Division Urawa Research Institute Oyo Co. Ltd.
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福島 伸二
University of Tokyo.
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須藤 秀雄
Japan Association for Building Research Promotion.
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福島 伸二
フジタ工業(株)技術研究所第1研究部
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須藤 秀雄
Japan Association For Building Research Promotion
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今野 政志
Earthquake Engineering Division Urawa Research Institute Oyo Co. Ltd.
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岩崎 敏男
建設省土木研究所地震防災部
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今野 政志
OYO Corporation, Ltd.
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吉田 精一
土木研地震防災部
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吉田 精一
Ground Vibration Section, Public Works Research Institute, Ministry of Construction
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高木 義和
Institute of Industrial Science, University of Tokyo
著作論文
- STANDARD PENETRATION TESTS AND SOIL LIQUEFACTION POTENTIAL EVALUATION
- A METHOD FOR ESTIMATING UNDRAINED CYCLIC STRENGTH OF SANDY SOILS USING STANDARD PENETRATION RESISTANCES
- STRESS CONDITIONS AND STRESS HISTORIES AFFECTING SHEAR MODULUS AND DAMPING OF SAND UNDER CYCLIC LOADING
- SHEAR MODULUS AND DAMPING BY DRAINED TESTS ON CLEAN SAND SPECIMENS RECONSTITUTED BY VARIOUS METHODS
- SHEAR MODULI OF SANDS UNDER CYCLIC TORSIONAL SHEAR LOADING
- EFFECTS OF GRAIN SIZE AND GRADING ON DYNAMIC SHEAR MODULI OF SANDS