A capacity curve model for confined clay brick infills

Keyphrases

• Stiffness 100%
• Reinforced Concrete Frame 100%
• Curve Model 100%
• Brick Infill 100%
• Clay Brick 100%
• Capacity Curve 100%
• Reinforced Concrete Buildings 50%
• Ultimate Strength 50%
• Carbon Fiber Reinforced Polymer 50%
• Performance Evaluation 50%
• Energy Dissipation Capacity 50%
• Damage Intensity 50%
• Initial Stiffness 50%
• Behavioral Model 50%
• Hysteresis 50%
• Infill Wall 50%
• Earthquake-prone Areas 50%
• Nonlinear Shear 50%
• Piecewise Linear 50%
• Spring Element 50%
• Low-rise Building 50%
• Ultimate Shear Strength 50%
• Ductility Ratio 50%
• Sovereign 50%
• Cracking Strength 50%
• Shear Spring 50%
• Retrofitted Infill 50%
• Carbon Fibre Reinforced Polymer Strip 50%

Engineering

• Clay Brick 100%
• Reinforced Concrete 100%
• Fiber-Reinforced Polymer 66%
• Energy Dissipation 33%
• Experimental Result 33%
• Concrete Buildings 33%
• Ultimate Strength 33%
• Rise Building 33%
• Initial Stiffness 33%
• Prone Area 33%
• Infill Wall 33%
• Key Parameter 33%
• Shear Strength 33%