Response of beam-to-tubular column angle connections subjected to combined flexure and axial loading

Keyphrases

• Tubular Columns 100%
• Axial Loading 100%
• Angle Connection 100%
• Flexure Loading 100%
• Axial Load 40%
• Semi-rigid Connection 40%
• Stiffness 20%
• Semi-rigid 20%
• Flexural Load 20%
• Loading Conditions 20%
• Response Characteristics 20%
• Shear Force 20%
• Lack of Information 20%
• Failure Mechanism 20%
• Rigid Connection 20%
• Moment-rotation 20%
• Connection Performance 20%
• Load Interaction 20%
• Behavioral Patterns 20%
• Component Model 20%
• Steel Connections 20%
• Design Situations 20%
• Reverse Channel 20%
• Extreme Loading Conditions 20%
• Capacity Mechanisms 20%
• Disproportionate Collapse 20%
• Channel Angle 20%
• Flexural Action 20%
• Full Component 20%
• Angle Configuration 20%
• Component Characterization 20%

Engineering

• Loading Condition 100%
• Flexure 100%
• Axial Loading 100%
• Axial Load 100%
• Experimental Result 50%
• Steel Construction 50%
• Shear Force 50%
• Response Characteristic 50%
• Component Model 50%
• Extreme Loading 50%
• Capacity Mechanism 50%
• Moment Rotation Behavior 50%
• Failure Mechanism 50%