Kabeyasawa Toshimi | Earthquake Research Institute The University Of Tokyo
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概要
関連著者
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Kabeyasawa Toshimi
Earthquake Research Institute The University Of Tokyo
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KABEYASAWA Toshimi
Earthquake Research Institute, University of Tokyo
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Sanada Yasushi
Department Of Architecture Graduate School Of Engineering The University Of Tokyo
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Sakai Yuki
Earthquake Research Institute University Of Tokyo
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UMEMURA Hisashi
Graduate Student, University of Tokyo
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MINAMI Tadao
Earthquake Research Institute, University of Tokyo
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Minami Tadao
Earthquake Research Institute University Of Tokyo
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Umemura Hisashi
Graduate School University Of Tokyo
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NAKAMURA Yukiko
Department of Biology, Graduate School of Science, Osaka City University
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Sanada Yasushi
Department Of Architecture Graduate School Of Engineering University Of Tokyo
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Kabeyasawa Toshimi
Earthquake Research Institute University Of Tokyo
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Maeda Masaki
Department Of Applied Physics Faculty Of Engineering Nagoya University
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Nakamura Yukiko
Department Of Architecture Faculty Of Engineering University Of Tokyo
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KURAMOTO Hiroshi
Building Research Institute, Minictry of Construction
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BUNNO Masahiro
Graduate School, Yokohama National Univ.
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KOMURA Nobuyuki
Taisei Corporation
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Kuramoto Hiroshi
Building Research Institute Minictry Of Construction
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Bunno Masahiro
Graduate School Yokohama National Univ.
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Maeda Masaki
Department Of Architecture Yokohama National Univ.
著作論文
- EFFECT OF STRENGTH DEGRADATION BY CYCLIC LOADING ON SEISMIC RESPONSES OF REINFORCED CONCRETE STRUCTURES
- MODELING OF REINFORCED CONCRETE MEMBER HYSTERESIS CHARACTERISTICS CONSIDERING STRENGTH DEGRADATION CAUSED BY CYCLIC LOADING
- ANALYSES OF REINFORCED CONCRETE BULDINGS CONSIDERING AXIAL DEFORMATIONS OF BEAMS
- EVALUATION OF INCREMENTAL COLUMN SHEAR FORCES BASED ON BEAM AXIAL DEFORMATIONS ESTIMATED FROM RESTRAINT STIFFNESS
- ESTIMATION OF MAXIMUM DISPLACEMENT RESPONSE OF REINFORCED CONCRETE STRUCTURES BASED ON ENERGY INPUT RATE SPECTRUM
- THREE-DIMENSIONAL ANALYSIS OF A REINFORCED CONCRETE FRAME-WALL STRUCTURE WITH SOFT STORY
- EXPERIMENTAL STUDY ON BEHAVIOR OF REINFORCED CONCRETE BEAMS UNDER AXIAL RESTRAINT