Finite Element Analysis of Steel Girder-concrete Pier Composite Connection with Applications of Interface Elements
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概要
- 論文の詳細を見る
- 2001-06-08
著者
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MACHIDA Atsuhiko
Department of Civil and Environmental Engineering at Saitama University
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BAMRUNGWONG Chakree
Department of Civil and Environmental Engineering, Saitama University
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NAGATANI Toshihiko
Research Division, Japan Highway Corporation
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SATO Toru
Research Division, Miyaji Iron Work Corporation
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Nagatani Toshihiko
Research Division Japan Highway Corporation
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Bamrungwong Chakree
Department Of Civil And Environmental Engineering Saitama University
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Sato Toru
Research Division Miyaji Iron Work Corporation
関連論文
- RECOMMENDATION FOR DESIGN AND CONSTRUCTION OF CONCRETE STRUCTURES USING CONTINUOUS FIBER REINFORCING MATERIALS (DESIGN)
- VERIFICATION OF APPLICATION OF DEM TO FRESH CONCRETE BY SPHERE DRAGGING VISCOMETER
- Verification of Application of DEM to Fresh Concrete by Sphere Dragging Viscometer
- EXPERIMENTAL INVESTIGATION AND DEM SIMULATION OF FILLING CAPACITY OF FRESH CONCRETE
- NUMERICAL SIMULATION OF FLUIDITY BEHAVIOR OF FRESH CONCRETE BY 2D DISTINCT ELEMENT METHOD
- FLEXURAL ANALYSIS OF TWO-SPAN CONTINUOUS PRESTRESSED CONCRETE BEAM WITH EXTERNAL TENDONS
- Finite Element Analysis of Steel Girder-concrete Pier Composite Connection with Applications of Interface Elements
- FINITE ELEMENT ANALYSIS OF STEEL GIRDER-CONCRETE PIER RIGID CONNECTION
- Finite Element Analysis of Steel Girder-Concrete Pier Rigid Connection
- FLEXURAL BEHAVIOR AND PROPOSAL OF DESIGN EQUATION FOR FLEXURAL STRENGTH OF EXTERNALLY PRESTRESSED CONCRETE MEMBERS
- MOMENT REDISTRIBUTION IN PRESTRESSED CONCRETE CONTINUOUS BEAMS WITH EXTERNAL TENDONS
- Moment Redistribution in Prestressed Concrete Continuous Beams with External Tendons
- STUDY OF BOND MECHANISM BETWEEN STEEL PLATE AND CONCRETE BY DISCONTINUOUS FEM
- Two-Dimensional Arrays Optimized for Wide-Scanning Phased Array Based on Potential Function Method
- 1117 Finite Element Analysis of Steel Girder-concrete Pier Composite Connection with Applications of Interface Elements
- 3167 Finite Element Analysis of Steel Girder-Concrete Pier Rigid Connection