東畑 郁生 | Department Of Civil Engineering University Of Tokyo
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概要
関連著者
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東畑 郁生
Department Of Civil Engineering University Of Tokyo
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東畑 郁生
Department of Civil Engineering, The University of Tokyo.
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Towhata I
Univ. Tokyo Tokyo Jpn
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東畑 郁生
Professor Of Civil Engineering The University Of Tokyo Bunkyo Tokyo 108-8656 Japan.
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石原 研而
Department Of Civil Engineering Chuo University:department Of Civil Engineering Tokyo University Of
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東畑 郁生
The University of Tokyo
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石原 研而
Department of Civil Engineering, Science University of Tokyo.
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西村 聡
Department Of Civil Engineering Imperial College
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ORENSE Rolando
Chuo Kaihatsu Corporation
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東畑 郁生
東京大学大学院工学系研究科社会基盤学専攻
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FAROOQ KHALID
Department of Civil Engineering, University of Engineering and Technology
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MOHAJERI MASOUD
Researcher, 3-D Full-Scale Earthquake Testing Facility Research Projects, National Research Institut
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Farooq Khalid
Department Of Civil Engineering University Of Engineering And Technology
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Mohajeri Masoud
Researcher 3-d Full-scale Earthquake Testing Facility Research Projects National Research Institute
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溜 幸生
Tokyo Electric Power Services
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PRASAD S.K.
Department of Civil Engineering, Sri Jayachamarajendra College of Engineering
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本多 剛
Department of Civil Engineering, The University of Tokyo.
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CHANDRADHARA G.P.
Senior Lecturer, Department of Civil Engineering, Sri Jayachamarajendra College of Engineering
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アッバス ガランダルザデ
Department of Civil Engineering, Tehran University, Tehran, IRAN
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ハビブ シャナザリ
Department of Civil Engineering, Iran University of Science and Technology, Tehran, IRAN
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マスード モハジェリ
National Research Institute for Earth Science and Disaster Prevention, Tsukuba
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アリ シャフィ
International Institute of Earthquake Engineering and Seismology, Tehran, IRAN
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溜 幸生
東電設計(株)
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加藤 進
Department Of Medical Zoology Nagoya City University Medical School
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GALLAGE CHAMINDA
Department of Civil Engineering, University of Tokyo
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西村 聡
Imperial College London
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東畑 郁生
Geotechnical Engineering, University of Tokyo
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Gallage Chaminda
Department Of Civil Engineering University Of Tokyo
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Chandradhara G.p.
Senior Lecturer Department Of Civil Engineering Sri Jayachamarajendra College Of Engineering
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アリ シャフィ
International Institute Of Earthquake Engineering And Seismology Tehran Iran
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マスード モハジェリ
National Research Institute For Earth Science And Disaster Prevention Tsukuba
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Prasad S.k.
Department Of Civil Engineering Sri Jayachamarajendra College Of Engineering
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Orense R
Chuo Kaihatsu Corporation
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Farooq K
Department Of Civil Engineering University Of Engineering And Technology
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Ishihara K
Chuo Univ. Tokyo Jpn
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MENESES JORGE
Department of Civil Engineering, University of Tokyo
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石原 研而
中央大学
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Gutierrez M
Norwegian Geotechnical Institute (ngi) Oslo Norway.
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ハビブ シャナザリ
Department Of Civil Engineering Iran University Of Science And Technology Tehran Iran
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アッバス ガランダルザデ
Department Of Civil Engineering Tehran University Tehran Iran
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加藤 進
Department Of Civil Engineering And Architecture University Of Ryukyus
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Mohajeri M
Researcher 3-d Full-scale Earthquake Testing Facility Research Projects. National Research Institute
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GUTIERREZ MARTE
Norwegian Geotechnical Institute (NGI), Oslo, Norway.
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Ishihara Kenji
Department Of Civil Engineering Tokyo Science University
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東畑 郁生
Department of Civil Engineering, University of Tokyo
著作論文
- 2003年バム地震におけるバム市内の地盤と基礎構造の挙動
- GEOTECHNICAL RECONNAISSANCE STUDY ON DAMAGE CAUSED BY 2001 GUJARAT EARTHQUAKE, INDIA
- SEISMIC SOIL-STRUCTURE INTERACTION OF CROSS SECTIONS OF FLEXIBLE UNDERGROUND STRUCTURES SUBJECTED TO SOIL LIQUEFACTION
- LABORATORY INVESTIGATION ON RATE-DEPENDENT PROPERTIES OF SAND UNDERGOING LOW CONFINING EFFECTIVE STRESS
- A THREE-DIMENSIONAL STRESS-STRAIN MODEL OF SAND UNDERGOING CYCLIC ROTATION OF PRINCIPAL STRESS AXES
- DEFORMATION BEHAVIOR OF SANDY SLOPES DURING RAINWATER INFILTRATION
- RESPONSE OF UNSATURATED SANDY SOILS UNDER CONSTANT SHEAR STRESS DRAINED CONDITION
- SHAKE TABLE TESTS ON RESIDUAL DEFORMATION OF SANDY SLOPES DUE TO CYCLIC LOADING
- STRESS-STRAIN BEHAVIOR OF COMPACTED SANDY MATERIAL UNDER CYCLIC SIMPLE SHEAR
- EFFECTS OF SUPERIMPOSING CYCLIC SHEAR STRESS ON THE UNDRAINED BEHAVIOR OF SATURATED SAND UNDER MONOTONIC LOADING
- UNDRAINED SHEAR CHARACTERISTICS OF SATURATED SAND UNDER ANISOTROPIC CONSOLIDATION
- MODEL FOR THE DEFORMATION OF SAND DURING ROTATION OF PRINCIPAL STRESS DIRECTIONS
- SHEAR WORK AND PORE WATER PRESSURE IN UNDRAINED SHEAR
- UNDRAINED STRENGTH OF SAND UNDERGOING CYCLIC ROTATION OF PRINCIPAL STRESS AXES