Prediction of inelastic response periods of buildings based on intensity measures and analytical model parameters

Engineering

• Analytical Model 100%
• Model Parameter 100%
• Ground Movement 100%
• Inelastic Response 100%
• Fundamental Period 66%
• Engineering 33%
• Degree of Freedom 33%
• Key Parameter 33%
• Single Degree 33%
• Structural System 33%
• Frequency Content 33%
• Characteristic Peak 33%
• Concrete Buildings 33%
• Parametric Analysis 33%
• Design Selection 33%
• Stiffness Degradation 33%
• Ground Acceleration 33%
• Design Earthquake 33%
• Reinforced Concrete 33%
• Nonlinear System 33%
• Earthquake Loading 33%

Keyphrases

• Equivalent Single Degree of Freedom 33%
• Motion Assessment 33%
• Ductility Classes 33%
• Frequency-content Parameter 33%
• Building Configuration 33%
• Design Earthquake 33%
• Ground Motion Selection 33%
• Ground Motion Characteristics 33%
• Motion Design 33%
• Hysteretic Law 33%
• Engineering Demand Parameters 33%