Design, Numerical Simulation, and Experimental Evaluation of a Rocking Damage-Free Steel Column Base with Friction Devices

Keyphrases

• Numerical Simulation 100%
• Column Base 100%
• Steel Column Base 100%
• Friction Unit 100%
• Damage-free 100%
• Free Behavior 50%
• Steel Frame 50%
• Inelastic Deformation 50%
• Repair Cost 50%
• Design Procedure 25%
• Structural Details 25%
• Energy Dissipation Capacity 25%
• Cyclic Loading 25%
• Downtime 25%
• Ordinary Steel 25%
• Analytical Formula 25%
• Step-by-step Design 25%
• Earthquake-resilient 25%
• Self-centering Capability 25%
• Passive Energy Dissipation Devices 25%
• Self-centering 25%
• Seismic Energy 25%
• Rocking Column 25%
• Post-tensioning 25%
• High-strength Steel Bar 25%
• Rocking Behavior 25%
• Experimental Behavior 25%
• Post-tensioned Beam 25%
• Strong Earthquake 25%
• Socioeconomic Risk 25%
• Structural Members 25%
• Self-centering Brace 25%
• Free Rocking 25%
• Building Use 25%
• Monotonic Loading 25%
• Residual Inter-story Drift 25%
• Damaged Structures 25%
• Large Rotation 25%
• Seismic-resistant Structures 25%
• Loading Protocol 25%
• Beam-to-column Connection 25%
• Steel Moment-resisting Frame 25%

Engineering

• Column Base 100%
• Computer Simulation 100%
• Energy Dissipation 28%
• Steel Frame 28%
• Repair Cost 28%
• Energy Engineering 14%
• Disruptions 14%
• Design Procedure 14%
• Earthquake Resistant Structure 14%
• Steel Bar 14%
• Interstory Drift 14%
• Beam-Column 14%
• Monotonic Loading 14%
• Column Connection 14%
• Structural Member 14%
• Structural Detail 14%
• Cyclic Loading 14%
• High Strength Steels 14%