Hybrid steel staggered truss frame (SSTF): A probabilistic spectral energy modification coefficient surface model for damage-control evaluation and performance insights

Keyphrases

• Control Performance 100%
• Control Evaluation 100%
• Hybrid Steel 100%
• Surface Model 100%
• Damage Control 100%
• Modification Coefficient 100%
• Spectral Energy 100%
• Staggered Truss 100%
• Controlling Behavior 66%
• Statistical Features 33%
• Nonlinear Time History Analysis 33%
• Prototype Structure 33%
• Steel Damper 33%
• Low Yield Point Steel 33%
• Steel Members 16%
• Modeling Techniques 16%
• Empirical Expression 16%
• Kinematics 16%
• Positively Skewed 16%
• Finite Element Modeling 16%
• Single Degree of Freedom 16%
• Bilinear 16%
• Structural Damage 16%
• Data Pooling 16%
• High Strength Steel 16%
• Residual Deformation 16%
• Probabilistic Distribution 16%
• Parameter Characteristics 16%
• Post-earthquake 16%
• Hysteretic Law 16%
• Earthquake Motion 16%
• Spectral Surface 16%
• Cyclic Pushover Analysis 16%
• Probabilistic Seismic Demand Model 16%
• Inelastic Seismic Demand 16%

Engineering

• Surface Model 100%
• Damage Control 100%
• Energy Engineering 100%
• Nonlinear Response 33%
• Lower Yield Point 33%
• Structural Damage 16%
• Structural Parameter 16%
• Degree of Freedom 16%
• Single Degree 16%
• Pushover Analysis 16%
• Statistical Characteristic 16%
• Statistical Feature 16%
• Fem Model 16%
• High Strength Steels 16%