Comparative study of steel plate shear walls with different types of unbonded stiffeners

Keyphrases

• Steel Plate Shear Wall 100%
• Stiffener 100%
• Unbonded 100%
• Steel Plate 66%
• Partially Restrained 66%
• Stiffness Degradation 33%
• Out-of-plane Deformation 33%
• Finite Element Analysis 16%
• Lower Order 16%
• High-order 16%
• Structural Behavior 16%
• Ductility 16%
• Energy Dissipation Capacity 16%
• Cyclic Loading 16%
• Steel Plate Shear Wall Structure 16%
• Constructability 16%
• Pinching Phenomena 16%
• Hysteretic Curve 16%
• Load Capacity 16%
• High Waves 16%
• Partial Restraint 16%
• Deformation Mode 16%
• Unstiffened Steel Plate Shear Wall 16%
• Capacity Energy 16%
• Steel Panel 16%
• Similar Load 16%
• Capacity Degradation 16%
• Beam-to-column Connection 16%
• Precast Concrete Panels 16%

Engineering

• Shear Walls 100%
• Steel Plate 100%
• Stiffness Degradation 16%
• Plane Deformation 16%
• Energy Dissipation 8%
• Finite Element Method 8%
• Structural Behavior 8%
• Test Result 8%
• Buckling 8%
• Beam-Column 8%
• Cyclic Loading 8%
• Shear Wall Structure 8%
• Load Limits 8%
• Constructability 8%
• Column Connection 8%
• Deformation Mode 8%
• Precast Concrete 8%