USING THE LINKAGE RODS IN CAPTURING THE SIZE EFFECT IN CONCRETE STRUCTURES
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概要
- 論文の詳細を見る
- 1996-04-01
著者
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Morgan Ahmed
Department Of Civil Engineering Nihon Hitek Corporation
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Niwa Junichiro
Department Of Civil Engineering Tokyo Institute Of Technology
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Niwa Junichiro
Department Of Civil Engineering Faculty Of Engineering Tokyo Institute Technology
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Morgan Ahmed
Department Of Civil Engineering Nagoya University
関連論文
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- 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
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- A NEW TECHNIQUE FOR DETECTING THE SIZE EFFECT ON PULL-OUT TESTS
- A NUMERICAL STUDY ON THE LOCALIZED COMPRESSIVE FAILURE OF REINFORCED CONCRETE STRUCTURES
- Analysis of Size Effect in Concrete Structures
- 仮想ひび割れモデルによるコンクリート引抜き強度の寸法効果解析
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- THE FINITE ELEMENT WITH INNER LINKAGE RODS
- The Finite Element with inner Linkage Rods
- 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
- Analysis of RC Frames Based on the Lattice Model
- USING THE LINKAGE RODS IN CAPTURING THE SIZE EFFECT IN CONCRETE STRUCTURES
- DEVELOPMENT OF CONSTITUTIVE LAW OF RC MATERIAL BY THE EQUIVALENT CONTINUA OF PLANE LATTICES
- FINITE ELEMENT ANALYSIS OF CONCRETE WITH EMBEDDED LOCALIZATION ZONES
- NUMERICAL ESTIMATION FOR SHEAR FAILURE PHENOMENON OF CONCRETE BEAMS
- EXPERIMENTAL STUDY OF LOCALIZATION PARAMETERS IN CONCRETE SUBJECTED TO COMPRESSION
- Concept of Concrete Compressive Fracture Energy in RC Deep Beams without Transverse Reinforcement
- LOCALIZED FRACTURE LENGTH AND FRACTURE ENERGY OF CONCRETE IN COMPRESSION
- Localization Effects and Fracture Mechanics of Concrete in Compression
- SIZE EFFECT ANALYSIS FOR SHEAR STRENGTH OF CONCRETE BEAMS SUBJECTED TO AXIAL TENSION
- NON-LINEAR DYNAMIC ANALYSIS OF RC COLUMNS USING THE LATICE MODEL