A Quantitative Investigation on the Effects of Flexure-Dominated Reinforced Concrete Column Characteristics on the Dissipated Energy

Keyphrases

• Reinforced Concrete Column 100%
• Flexure 100%
• Dissipated Energy 100%
• Yield Strength 66%
• Drift Ratio 66%
• Peak Drift 66%
• Rebar 33%
• Concrete Compressive Strength 33%
• Reinforcement Ratio 33%
• Axial Load Ratio 33%
• Energy Capacity 33%
• Volumetric Ratio 33%
• Energy Levels 33%
• Transverse Reinforcement 33%
• Correlation Matrix 33%
• Load Parameters 33%
• Selected Features 33%
• Pearson Correlation Coefficient 33%
• RC Column 33%
• Reinforcing Bar 33%
• Experimental Database 33%
• Shear Span Ratio 33%

Engineering

• Steel Rebar 100%
• Flexure 100%
• Influencing Factor 100%
• Reinforced Concrete 100%
• Yield Point 100%
• Axial Load 50%
• Load Ratio 50%
• Energy Capacity 50%
• Correlation Matrix 50%
• Loading Parameter 50%
• Concrete Compressive Strength 50%
• Depth Ratio 50%
• Pearsons Linear Correlation Coefficient 50%
• Shear Span 50%