Seismic performance of low and medium-rise steel frames

Keyphrases

• Seismic Performance 100%
• Steel Frame 100%
• Frame Model 66%
• NEHRP 66%
• Performance Level 33%
• Stiffness 33%
• Axial Bending 33%
• Expected Performance 33%
• Plastic Deformation 33%
• Axial Force 33%
• Response Variable 33%
• Strengths-based 33%
• Ductility Demand 33%
• Structural Response 33%
• Large Displacement 33%
• Nonstructural Components 33%
• Bending Moment 33%
• Moment of Force 33%
• Dynamic Time History Analysis 33%
• Dissipated Hysteretic Energy 33%
• Rehabilitation Guidelines 33%
• Spread of Plasticity 33%
• Plastic Rotation 33%
• Modified Forms 33%
• Acceptance Criteria 33%
• Profile Type 33%
• Nonlinear Material Behavior 33%
• Expected Damage 33%
• Ground Motion Time History 33%
• Story Drift 33%
• Moment Resisting Frames 33%
• Soil Profile 33%
• Damage Measure 33%
• Deformation Limit 33%
• Lateral Load Resisting System 33%
• Park-Ang Damage Index 33%
• Seismic Rehabilitation 33%
• Rotation Limit 33%

Engineering

• Seismic Performance 100%
• Steel Frame 100%
• Frame Model 66%
• Time History 66%
• Energy Engineering 33%
• Material Behavior 33%
• Lateral Force 33%
• Ground Movement 33%
• Axial Force 33%
• Structural Response 33%
• Resisting Moment 33%
• Bending Moment 33%
• Acceptance Criterion 33%
• Interstory Drift 33%