CRACKING BEHAVIOR DUE TO DOWEL AND BOND ACTIONS
スポンサーリンク
概要
- 論文の詳細を見る
- 1998-03-01
著者
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KAKUTA Yoshio
Department of Civil Engineering at Hokkaido University
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Ueda Tamon
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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Kakuta Yoshio
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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FURUUCHI Hitoshi
Division of Structural and Geotechnical Engineering, Graduate School of Engineering, Hokkaido Univer
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TOKUDA Motosuke
Hiroshima Machinery Works, Mitsubishi Heavy Industries, Ltd.
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Tokuda Motosuke
Hiroshima Machinery Works Mitsubishi Heavy Industries Ltd.
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Furuuchi Hitoshi
Division Of Structural And Geotechnical Engineering Graduate School Of Engineering Hokkaido Universi
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FURUUCHI Hitoshi
Department of Civil Engineering at Hokkaido University
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Furuuchi Hitoshi
Division of Structural and Geotechnical Eng., Hokkaido University, Japan
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Ueda Tamon
Division of Built Environment, Hokkaido University, Japan
関連論文
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- SHEAR STRENGTH OF REINFORCED AND PRESTRESSED CONCRETE BEAMS WITH SHEAR REINFORCEMENT
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- SHEAR STRENGTH OF PRESTRESSED CONCRETE BEAMS WITH FRP TENDON
- SHEAR STRENGTH OF REINFORCED CONCRETE DEEP BEAMS WITH HORIZONTAL AND VERTICAL SHEAR REINFORCEMENT
- EFFECTIVE WIDTH FOR SHEAR FAILURE OF RC DEEP SLABS
- CRACKING BEHAVIOR DUE TO DOWEL AND BOND ACTIONS
- A STUDY ON FATIGUE STRENGTH OF STEEL-CONCRETE SANDWICH BEAMS WITH SHEAR REINFORCEMENT
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- THE PROPERTY OF RECYCLED CONCRETE COLUMN ENCASED BY STEEL TUBE SUBJECTED TO AXIAL COMPRESSION
- Simulation of Chloride Diffusivity for Cracked Concrete Based on RBSM and Truss Network Model
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- Mesoscopic Simulation of Failure of Mortar and Concrete by 2D RBSM
- Mesoscopic Simulation of Failure of Mortar and Concrete by 3D RBSM
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