Centrifuge modeling of energy dissipation characteristics of mid-rise buildings with raft foundations on dense cohesionless soil

Keyphrases

• Centrifuge Modelling 100%
• Cohesionless Soil 100%
• Soil-foundation Interaction 100%
• Raft Foundation 100%
• Ricker Wavelet 100%
• Significant Energy 100%
• Mid-rise Building 100%
• Energy Dissipation Characteristic 100%
• Dundee 50%
• Scotland 50%
• Nonlinear Behavior 50%
• Performance Improvement 50%
• Dry Sand 50%
• Soil Deformation 50%
• Centrifuge Experiment 50%
• Shallow Foundation 50%
• Raft 50%
• Detrimental Effects 50%
• Soil Structure 50%
• High Amplitude 50%
• Building Performance 50%
• Dense Sand 50%
• Soil Foundation 50%
• Input Motion 50%
• Large Earthquake 50%
• Ground Motion 50%
• Soil-structure System 50%
• Nonlinear Soil 50%
• Energy Dissipation Mechanism 50%
• Equivalent Single Degree of Freedom 50%
• Building Model 50%
• Christchurch Earthquake 50%
• Energy Dissipation Performance 50%
• Interaction Parameter 50%
• Free Vibration Response 50%
• Earthquake Analysis 50%

Engineering

• Energy Dissipation 100%
• Raft Foundation 100%
• Cohesionless Soil 100%
• Rise Building 100%
• Nonlinear Behavior 33%
• Degree of Freedom 33%
• Shallow Foundation 33%
• Dense Sand 33%
• Soil Structure Interactions 33%
• Detrimental Effect 33%
• Input Motion 33%
• Ground Movement 33%
• Structure System 33%
• Single Degree 33%
• Model Building 33%
• Interaction Parameter 33%
• Free Vibration 33%
• Superlattice 33%