Evaluation of quasi-isolated seismic bridge behavior using nonlinear bearing models

Keyphrases

• Transverse Direction 100%
• Bridge Structure 100%
• Longitudinal Direction 100%
• Bearing Model 100%
• Design philosophy 100%
• Bridge Bearings 100%
• Quasi-isolation 100%
• Retainer 100%
• Force Capacity 100%
• Nonlinear Bearings 100%
• Bridge Behavior 100%
• Finite Element Model 50%
• Computational Model 50%
• Large Earthquake 50%
• Nonlinear Behavior 50%
• Fracture Behavior 50%
• Stick-slip Motion 50%
• High Cost 50%
• Back Wall 50%
• Substructure 50%
• Bridge Design 50%
• Bilinear 50%
• Construction Cost 50%
• Nonlinear Element 50%
• Design Complexity 50%
• Isolated Bridge 50%
• Abutment 50%
• Fixed Bearing 50%
• Bridge System 50%
• Seismic Hazard 50%
• Seismic Isolation 50%
• Limit State 50%
• Seismic Structural Response 50%
• Earthquake Resistance 50%
• Pushover Analysis 50%
• Static Pushover 50%
• Pragmatic Design 50%
• Complexity Costs 50%
• Typical Bridge 50%
• Recurrence Interval 50%
• Dynamic Pushover 50%
• Economic Design 50%

Engineering

• Bridge Structure 100%
• Bridge Bearings 100%
• Progression 50%
• Finite Element Modeling 50%
• Directional 50%
• Fracture Behavior 50%
• Stick-Slip 50%
• Bearing Component 50%
• Nonlinear Behavior 50%
• Longitudinal Direction 50%
• Nonlinear Element 50%
• Structural Response 50%
• Abutment 50%
• Bridge Design 50%
• Seismic Hazard 50%
• Limit State 50%
• Pushover Analysis 50%
• Design Complexity 50%
• Global Structure 50%