Lateral load behavior of a post-tensioned coupled core wall

Keyphrases

• Post-tensioning 100%
• Lateral Load 100%
• Coupled Walls 100%
• Coupling Beam 100%
• Unbonded Post-tensioning 66%
• Reinforcing Bar 66%
• C-shaped 66%
• Prototype Structure 66%
• Seismic Areas 66%
• Wall pier 66%
• Prediction Tool 33%
• Substructure 33%
• 3D IC 33%
• High Strength 33%
• Structural System 33%
• During Construction 33%
• Reinforced Concrete 33%
• Response Data 33%
• Multi-story 33%
• Axial Force 33%
• Energy Dissipating 33%
• Structural Design 33%
• Quasi-static 33%
• Wall Structure 33%
• Cyclic Lateral Loading 33%
• Floor Slab 33%
• Two-beam 33%
• Dense Array 33%
• Design Modeling 33%
• Moment of Force 33%
• Overturning Moment 33%
• Conventional Sensors 33%
• Reversed Cyclic 33%
• Mild Steel 33%
• Steel Bar 33%
• Modeling Prediction 33%
• Reinforced Concrete Shear Wall 33%
• Seismic Design Procedure 33%
• Coupling Forces 33%
• Post-tensioned Slabs 33%
• Full-field Response 33%
• Coupled Shear Wall Structure 33%
• Diagonal Reinforcement 33%
• Two-dimensional Digital Image Correlation 33%
• Reinforced Concrete Coupling Beam 33%

Engineering

• Lateral Loads 100%
• Core Wall 100%
• Reinforced Concrete 100%
• Joints (Structural Components) 66%
• Steel Rebar 66%
• Design Procedure 33%
• Structural System 33%
• Experimental Result 33%
• Measured Data 33%
• Digital Image Correlation 33%
• Shear Walls 33%
• Floor Slab 33%
• Structural Design 33%
• Mild Steel 33%
• Axial Force 33%
• Overturning Moment 33%
• Design Result 33%
• Critical Region 33%
• Response Field 33%
• Steel Bar 33%
• Shear Wall Structure 33%
• Seismic Design 33%