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Department of Civil Engineering, Nagoya University | 論文
- Applicability of One Dimensional Gradient Plasticity in Identifying Fracture Process of Concrete
- LIFECYCLE COST AND CO_2 EMISSION COMPARISON OF CONVENTIONAL AND RATIONALIZED BRIDGES
- Study on Characteristics of Expansive Concrete
- LIMITATION OF THE UNIFIED CONCRETE PLASTICITY MODEL AND ITS MODIFICATIONS
- THREE DIMENSIONAL ANALYSIS OF REINFORCED CONCRETE MEMBERS BY UNIFIED CONCRETE PLASTICITY MODEL
- Unified Concrete Plasticity Model in Three Dimensional Analysis of Reinforced Concrete Members
- Necessity of Development of Multiple Damage Model for Analysis of Reinforced Concrete Structures
- THE FINITE ELEMENT WITH INNER LINKAGE RODS
- The Finite Element with inner Linkage Rods
- The Analysis of Localized Failure of Reinforced Concrete Shear Wall
- THREE-DIMENSIONAL ANALYSIS OF NONLINEAR INTERACTION BETWEEN WATER WAVES AND VERTICAL PERMEABLE BREAKWATER
- Lattice Model Analysis of RC Columns Subjected to Cyclic Loading
- ESTIMATION OF SHEAR RESISTING MECHANISM OF CONCRETE BEAMS REINFORCED WITH FRP RODS USING LATTICE MODEL
- DEVELOPMENT OF CONSTITUTIVE LAW OF RC MATERIAL BY THE EQUIVALENT CONTINUA OF PLANE LATTICES
- NUMERICAL ESTIMATION FOR SHEAR FAILURE PHENOMENON OF CONCRETE BEAMS
- ESTIMATION OF SHEAR RESISTING MECHANISM OF RC BEAMS USINGTHE SUGGESTED MODIFIED LATTICE MODEL
- TIME-DEPENDENT BEHAVIOUR OF CONCRETE AT AN EARLY AGE AND ITS MODELLING
- ANALYSIS OF EXTERNALLY PRESTRESSED CONCRETE CONTINUOUS BEAM CONSIDERING SHEAR DEFORMATION
- DELAYED COMPRESSION AND PROGRESSIVE FAILURE OF THE ASSEMBLY OF CRUSHED MUDSTONES DUE TO SLAKING
- EFFECTS OF CHANGES IN GEOMETRY ON THE LINEAR ELASTIC CONSOLIDATION DEFORMATION