Simulations of the Localized Failure of RC Shear Walls by FEM

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概要

• 論文の詳細を見る
• 1997-06-01

著者

• Yu Guo-xiong

  Dept. Of Civil Engineering Nagoya University

• TANABE Tada-aki

  Dept. of Civil Engineering, Nagoya University

• Tanabe Tada-aki

  Dept. Of Civil Engineering Nagoya University

• Tanabe Tada-aki

  Dept. Civil Engineering, Nagoya University

関連論文

• PREDICTING THE SIZE EFFECT ON CONCRETE BEAMS IN TORSION BASED ON FICTITIOUS CRACK APPROACH
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• 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
• SIMULATIONS OF THE LOCALIZED FAILURE OF RC SHEAR WALLS BY FEM
• Snapback Failure Analysis for Large Scale Concrete Structures and its Application to Shear Capacity Study of Columns
• 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

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