PATH-DEPENDENT NONLINEAR ANALYSIS OF RC SHELLS SUBJECTED TO COMBINED IN-PLANE MEMBRANE AND OUT-OF-PLANE FLEXURAL ACTIONS
スポンサーリンク
概要
- 論文の詳細を見る
- 1997-12-01
著者
-
Maekawa Koichi
Department of Civil Engineering, University of Tokyo, Japan.
-
IRAWAN Paulus
School of Civil and Structural Engineering at Nanyang Technological University
-
Maekawa Koichi
Department Of Civil Eng. Univ. Of Tokyo
関連論文
- Modeling and Analysis of Shear-critical ECC Members with Anisotropic Stress and Strain Fields
- Three-dimensional Nonlinear Bond Model incorporating Transverse Action in Corroded RC Members
- Malignant mesothelioma of the peritoneum : case reports and immunohistochemical findings including Ki-67 expression
- PATH-DEPENDENT NONLINEAR ANALYSIS OF RC SHELLS SUBJECTED TO COMBINED IN-PLANE MEMBRANE AND OUT-OF-PLANE FLEXURAL ACTIONS
- STRESS TRANSFER ACROSS INTERFACES IN REINFORCED CONCRETE DUE TO AGGREGATE INTERLOCK AND DOWEL ACTION
- NONLINEAR RESPONSE OF UNDERGROUND RC STRUCTURES UNDER SHEAR
- COMPUTATIONAL MODEL FOR REINFORCING BAR EMBEDDED IN CONCRETE UNDER COMBINED AXIAL PULLOUT AND TRANSVERSE DISPLACEMENT
- MULTI-COMPONENT MODEL FOR HYDRATION HEATING OF BLENDED CEMENT WITH BLAST FURNACE SLAG AND FLY ASH
- COMPUTATIONAL APPROACH TO PATH-DEPENDENT NONLINEAR RC/SOIL INTERACTIONS
- MULTI-COMPONENT MODEL FOR HYDRATION HEATING OF PORTLAND CEMENT
- BEHAVIOR OF EMBEDDED BARS IN CONCRETE UNDER COMBINED AXIAL PULLOUT AND TRANSVERSE DISPLACEMENT
- Path-Dependent Nonlinear Model of Reinforced Concrete Shells
- CONFINEMENT EFFECTIVENESS OF LATERAL REINFORCEMENT ARRANGEMENTS IN CORE CONCRETE
- MULTI-SCALE PHYSICOCHEMICAL MODELING OF SOIL-CEMENTITIOUS MATERIAL INTERACTION
- A Unified Solidification Model of Hardening Concrete Composite at an Early Age
- Analyses of Concrete Columns Confined with Lateral Reinforcements
- ANALYSIS OF THE DRYING SHRINKAGE BEHAVIOR OF CONCRETE USING A MICROMECHANICAL MODEL BASED ON THE MICROPORE STRUCTURE OF CONCRETE
- Strain Gradient Effect on Tension Stiffening of Reinforced Concrete
- Three Dimensional Modelling of Reinforced Concrete Members
- Determination of Buckling Length of Reinforceing Bars Based on Stability Analysis
- QUANTITATIVE EVALUATION OF NON-UNIFORM QUALITY OF CONCRETE IN RC MEMBERS
- THREE-DIMENSIONAL NONLINEAR FEM ANALYSIS OF HOLLOW BRIDGE PIERS CONSIDERING SPALLING OF CONCRETE COVER AND BUCKLING OF REINFORCING BARS
- STRAIN GRADIENT EFFECT ON TENSION STIFFENING OF REINFORCED CONCRETE