東畑 郁生 | Professor of Civil Engineering, the University of Tokyo, 7-3-1, Bunkyo-ku, Tokyo 113-8656.
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概要
- 同名の論文著者
- Professor of Civil Engineering, the University of Tokyo, 7-3-1, Bunkyo-ku, Tokyo 113-8656.の論文著者
関連著者
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東畑 郁生
Professor of Civil Engineering, the University of Tokyo, 7-3-1, Bunkyo-ku, Tokyo 113-8656.
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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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東畑 郁生
The University of Tokyo
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ORENSE ROLANDO
Senior Research Engineer, Kisojiban Consultants Ltd.
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Orense Rolando
Senior Research Engineer Kisojiban Consultants Ltd.
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小林 義和
日本大学工学部
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豊田 浩史
Nagaoka University Of Technology
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豊田 浩史
Lecturer, Nagaoka University of Technology. Manuscript was received for review on May 7, 1996. Writt
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石原 研而
Professor of Civil Engineering, University of Tokyo
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東畑 郁生
Professor Of Civil Engineering University Of Tokyo
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石原 研而
Professor Department Of Civil Engineering Science University Of Tokyo.
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ACACIO ALEXIS
Associate Professor of Civil Engineering, University of the Philippines, Quezon City, Philippines.
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小林 義和
Research Associate, Nihon University.
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BAUTISTA R.T.
Civil Engineer, Philippines.
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Putra Hendri
Lecturer Andalas University Sumatra Indonesia
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Orense R
Kisojiban Consultants Ltd.
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Ishihara K
Chuo Univ. Tokyo Jpn
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Bautista R.t.
Civil Engineer Philippines.
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Acacio A
Associate Professor Of Civil Engineering University Of The Philippines Quezon City Philippines.
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小飼 喜弘
Research Engineer Fudo Construction Co. Ltd.
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網本 敬
Engineer, Nippon NCR Sales Co., Ltd. Former Student of University of Tokyo.
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石原 研而
中央大学
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網本 敬
Engineer Nippon Ncr Sales Co. Ltd. Former Student Of University Of Tokyo.
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Ishihara Kenji
Department Of Civil Engineering Tokyo Science University
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Acacio A.A.
Associate Professor of Civil Engineering, University of the Philippines, Quezon City, Philippines.
著作論文
- MATHEMATICAL PRINCIPLES IN PREDICTION OF LATERAL GROUND DISPLACEMENT INDUCED BY SEISMIC LIQUEFACTION
- THREE DIMENSIONAL ANALYSIS ON LATERAL DISPLACEMENT OF LIQUEFIED SUBSOIL
- SUBSIDENCE OF BUILDING FOUNDATION RESTING UPON LIQUEFIED SUBSOIL : CASE STUDIES AND ASSESSMENT
- USE OF EMBEDDED WALLS FOR MITIGATION OF LIQUEFACTION-INDUCED DISPLACEMENT IN SLOPES AND EMBANKMENTS