Prediction of the required support length at expansion bearings in the context of assessing the seismic vulnerability of existing bridges

Keyphrases

• Bridge Collapse 50%
• Bridge Deck 50%
• Bridge Model 50%
• Bridge Structure 50%
• Building Bridges 100%
• Ductility 50%
• Eastern Canada 50%
• Empirical Formula 50%
• Evaluation Framework 50%
• Geometric Parameters 100%
• Knowledge Level 50%
• Large Displacement 50%
• Loss of Support 50%
• Major Failure 50%
• Minimum Support 50%
• Multi-span 50%
• Nonlinear Response 50%
• Past Earthquakes 50%
• Relative Influence 50%
• Seismic Activity 50%
• Seismic Load 50%
• Seismic Regulation 50%
• Seismic Standards 50%
• Seismic Vulnerability 100%
• Simply Supported Bridge 100%
• Single-span 50%

Engineering

• Bridge Decks 50%
• Bridge Structure 50%
• Geometric Parameter 100%
• Major Failure 50%
• Nonlinear Response 50%
• Parametric Study 50%
• Regulations and Standard 50%
• Seismic Loads 50%
• Seismic Vulnerability 100%