Performance of Two Real-Life California Bridges under Regional Natural Hazards

Keyphrases

• Natural Hazards 100%
• Flood Events 100%
• California Bridges 100%
• Finite Element Analysis 66%
• Earthquake 66%
• Multi-hazard 66%
• Bridge Failure 66%
• Component Level 33%
• Large Diameter 33%
• System Level 33%
• Seismic Design 33%
• Bridge pier 33%
• Failure Probability 33%
• Varying Frequency 33%
• Design philosophy 33%
• Comprehensive Knowledge 33%
• Seismic Risk 33%
• Seismic Safety 33%
• Failure Consequence 33%
• Flood Hazard 33%
• Fragility Surface 33%
• Regional Seismic Hazard 33%
• Scour Depth 33%
• Flood Impact 33%
• Seismic Vulnerability 33%
• Hazard Probability 33%
• Fragility Curves 33%
• Seismic Design of Bridges 33%
• Bridge Vulnerability 33%
• Earthquake Event 33%

Engineering

• Real Life 100%
• Bridge Failure 100%
• Finite Element Analysis 100%
• Seismic Design 50%
• Bridge Piers 50%
• Combined Effect 50%
• Failure Probability 50%
• Seismic Performance 50%
• Scour Depth 50%
• Seismic Hazard 50%
• Accident Prevention 50%
• Seismic Risk 50%
• Fragility Curves 50%
• Seismic Vulnerability 50%