Modeling of semi-rigid beam-to-column steel joints under extreme loading

Keyphrases

• Joint Model 100%
• Semi-rigid 100%
• Strain Hardening 100%
• Rigid Beam 100%
• Failure Criterion 100%
• Extreme Loading 100%
• Steel Beam-to-column Connection 100%
• Sound Energy 50%
• Direct Integration 50%
• Elevated Temperature 50%
• Axial Force 50%
• Bending Moment 50%
• Semi-rigid Joints 50%
• Ductility 50%
• Good Accuracy 50%
• Deformation Capacity 50%
• Deformability 50%
• Component-based 50%
• Hardening Response 50%
• Elastic Response 50%
• Energy Dissipation Capacity 50%
• Ultimate Deformation 50%
• Frame Model 50%
• Joint Reactions 50%
• Extreme Loading Conditions 50%
• Joint Play 50%
• Steel-composite Structure 50%
• Ultimate Bending Capacity 50%
• Fabrication Quality 50%
• Rotational Capacity 50%
• Semi-rigid Beam-to-column Joint 50%

Engineering

• Extreme Loading 100%
• Joints (Structural Components) 100%
• Failure Criterion 28%
• Strain Hardening 28%
• Loading Condition 14%
• Sound Energy 14%
• Axial Force 14%
• Test Data 14%
• Elevated Temperature 14%
• Rotational 14%
• Elastic Response 14%
• Rigid Joint 14%
• Energy Dissipation 14%
• Good Accuracy 14%
• Hardening Response 14%
• Frame Model 14%
• Column Joint 14%
• Bending Capacity 14%
• Composite Structure 14%
• Bending Moment 14%