Seismic Evaluation of Steel Plate Shear Walls in Different Configurations

Keyphrases

• ABAQUS 33%
• Axial Load 33%
• Beam Mechanism 33%
• Bending Moment 33%
• Building Height 33%
• Collapse Prevention 33%
• Comprehensive Evaluation 33%
• Construction Cost 33%
• Cost Performance 33%
• Coupled Steel Plate Shear Wall 100%
• Coupling Beam 66%
• Coupling Degree 33%
• Cyclic Time 33%
• Efficient System 33%
• Energy Absorption Capacity 33%
• FEMA P695 33%
• Flexible Model 33%
• Flexural Shear 33%
• High Energy Absorption 33%
• Horizontal Boundary 33%
• Incremental Dynamic Analysis 33%
• Lateral Load 33%
• Life Safety 33%
• Nonlinear Static 33%
• Nonlinear Time History Analysis 66%
• Numerical Analysis 33%
• Numerical Model 33%
• OpenSees 33%
• Performance Limits 33%
• Plastic Design 33%
• Post-buckling Strength 33%
• Pushover 33%
• Safety Limits 33%
• SAP2000 33%
• Seismic Assessment 100%
• Seismic Performance 33%
• Shear Behavior 33%
• Static Time 33%
• Steel Plate 66%
• Steel Plate Shear Wall 100%
• Structural Design 33%
• Tension Field Action 33%
• Two-pair 33%
• Ultimate Performance 33%
• Vertical Boundary Element 66%

Engineering

• Axial Load 12%
• Bending Moment 12%
• Buckling Strength 12%
• Construction Cost 12%
• Energy Absorption Capacity 12%
• Lateral Loads 12%
• Life Safety 12%
• Numerical Analysis 12%
• Numerical Model 12%
• Seismic Performance 12%
• Shear Property 12%
• Shear Walls 100%
• Steel Plate 100%
• Structural Design 12%
• Tension Field Action 12%
• Time History 25%