Koseki Junichi | Univ. Tokyo Jpn
スポンサーリンク
概要
関連著者
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KOSEKI JUNICHI
Institute of Industrial Science, University of Tokyo
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Koseki Junichi
Univ. Tokyo Jpn
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Koseki Junichi
Institute Of Industrial Science The University Of Tokyo
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Kiyota Takashi
Tokyo University Of Science
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SATO TAKESHI
Institute of Industrial Science, University of Tokyo
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Fukui Jiro
Advanced Construction Technology Center
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SHIRATO MASAHIRO
Center for Advanced Engineering Structural Assessment and Research, Public Works Research Institute
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Shirato Masahiro
Center For Advanced Engineering Structural Assessment And Research Public Works Research Institute
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Sato Takeshi
Institute Of Industrial Science University Of Tokyo
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SHIRATO MASAHIRO
Structures Research Group, Public Works Research Institute
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FUKUI JIRO
Structures Research Group, Public Works Research Institute
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Sato Takeshi
Institute For Protein Research Osaka University
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SATO TAKESHI
Integrated Geotechnology Institute Limited
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TSUTSUMI YUKIKA
Integrated Geotechnology Institute Limited
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KUWANO REIKO
Institute of Industrial Science, University of Tokyo
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ABADIMARAND MOHAMMAD
Dept. of Civil Engineering, University of Tehran
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Kuwano Reiko
Institute Of Industrial Science University Of Tokyo
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Abadimarand Mohammad
Dept. Of Civil Engineering University Of Tehran
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SHIRATO MASAHIRO
Foundation Engineering Reseach Team, Structures Research Group, Public Works Research Institute
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FUKUI JIRO
Foundation Engineering Reseach Team, Structures Research Group, Public Works Research Institute
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KIMURA YOSHITOMI
Numazu Office of River and National Highway, Ministry of Land, Infrastructure and Transport
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Tsutsumi Yukika
Integrated Geotechnology Inst. Ltd Jpn
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Kimura Yoshitomi
Numazu Office Of River And National Highway Ministry Of Land Infrastructure And Transport:public Wor
著作論文
- EFFECTS OF SAMPLE DISTURBANCE ON SMALL STRAIN CHARACTERISTICS AND LIQUEFACTION PROPERTIES OF HOLOCENE AND PLEISTOCENE SANDY SOILS
- AGING EFFECTS ON SMALL STRAIN SHEAR MODULI AND LIQUEFACTION PROPERTIES OF IN-SITU FROZEN AND RECONSTITUTED SANDY SOILS
- BEHAVIOR OF LIQUEFIED SANDS UNDER EXTREMELY LARGE STRAIN LEVELS IN CYCLIC TORSIONAL SHEAR TESTS
- CURRENT STATUS OF DUCTILITY DESIGN OF ABUTMENT FOUNDATIONS AGAINST LARGE EARTHQUAKES
- EFFECTS OF STRESS-DILATANCY BEHAVIOR OF SOIL ON LOAD TRANSFER HYSTERESIS IN SOIL-PILE INTERACTION
- A NEW NONLINEAR HYSTERETIC RULE FOR WINKLER TYPE SOIL-PILE INTERACTION SPRINGS THAT CONSIDERS LOADING PATTERN DEPENDENCY