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Dept. of Civil Engineering, Nagoya University | 論文
- PREDICTING THE SIZE EFFECT ON CONCRETE BEAMS IN TORSION BASED ON FICTITIOUS CRACK APPROACH
- The Size Effect on Torsion Strength of Concrete
- PARAMETRIC ANALYSIS ON SIZE EFFECT OF PULL-OUT FAILURE
- Axisymmetric Size Effect Analysis for Pull-Out Strength by the Extended Fictitious Crack Approach
- DETECTING THE ANCHORAGE BEHAVIOR FOR CABLES OF SUSPENSION BRIDGES USING NONLINEAR FRACTURE MECHANICS
- The Analysis for the Cable Anchorage of Suspension Bridges Based on the Extended Fictitious Crack Approach
- A NEW TECHNIQUE FOR DETECTING THE SIZE EFFECT ON PULL-OUT TESTS
- Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
- Simulations of the Localized Failure of RC Shear Walls by FEM
- THE FINITE ELEMENT WITH INNER LINKAGE RODS
- The Finite Element with inner Linkage Rods
- The Analysis of Localized Failure of Reinforced Concrete Shear Wall
- CLASSIFICATION OF COARSE SOILS BASED ON ENGINEERING PROPERTIES
- STRESSES AND DISPLACEMENTS DUE TO RECTANGULAR LOAD ON A LAYER OF FINITE THICKNESS
- EFFECTS OF PLASTICITY AND SAMPLE DISTURBANCE ON STATISTICAL PROPERTIES OF UNDRAINED SHEAR STRENGTH
- 3136 Modified Formulation of Cable Strain in Analysis of Externally PC Beam
- 3113 Simulation of Externally Prestressed Concrete Beams using the Deformation Compatibility of Cable
- 3108 Post-Peak Analysis of Reinforced Concrete Panels Using Localization Signal