Performance of Nonseismic PTFE Sliding Bearings When Subjected to Seismic Demands

Engineering

• Bridge Bearings 50%
• Delamination 50%
• Elastomer 100%
• Independent Component 50%
• Potential Source 50%
• Reinforced Steel 50%
• Seismic Design 50%
• Seismicity 50%
• Service Level 50%
• Sliding Bearing 100%
• Sole Plate 100%
• Stainless Steel 50%
• Stress Concentration 50%
• Superlattice 50%

Keyphrases

• Behavioral Characteristics 14%
• Behavioral Performance 14%
• Bridge Superstructure 14%
• Delamination 14%
• Displacement Capacity 28%
• Earthquake 14%
• Eccentric Loading 14%
• Elastomer 28%
• Elastomeric Component 14%
• Horizontal Motion 14%
• Laminated Elastomeric Bearing 14%
• Laminated Elastomeric Bridge Bearings 14%
• Large Displacement 14%
• Large Sliding 14%
• Load Stress 14%
• Low-to-moderate Seismicity 14%
• Peak Displacement 14%
• Plate Displacement 14%
• Polytetrafluoroethylene 100%
• Quasi-isolation 14%
• Seismic Demand 100%
• Seismic Design 14%
• Service Level 14%
• Sliding Bearing 100%
• Sliding Displacement 14%
• Sliding Layer 28%
• Sole Plate 28%
• Stainless Steel 14%
• Steel Reinforced 14%
• Stress Concentration 14%
• Stress Distribution 14%
• Tears 14%
• Thermal Displacement 14%
• Top Plate 14%