Behaviour of beam-to-tubular column angle connections under shear loads

Keyphrases

• Tubular Columns 100%
• Shear Load 100%
• Angle Connection 100%
• Stiffness 66%
• Response Characteristics 66%
• Semi-rigid 33%
• Finite Element Model 33%
• Beam-column 33%
• Loading Conditions 33%
• Semi-rigid Connection 33%
• Geometric Properties 33%
• Wall Thickness 33%
• Design Basis 33%
• Shear Loading 33%
• Connection Test 33%
• Lap-shear Test 33%
• Component-based 33%
• Simple Shear Test 33%
• Behavioral Patterns 33%
• Model Assumptions 33%
• Column Wall 33%
• Joint Behaviour 33%
• Channel Angle 33%
• Angle Configuration 33%
• Combined Channel 33%
• Hollo-bolt 33%

Engineering

• Shear Loads 100%
• Response Characteristic 66%
• Loading Condition 33%
• Experimental Result 33%
• Experimental Observation 33%
• Applicability 33%
• Joint Behavior 33%
• Finite Element Modeling 33%