Integrating the foundation component into seismic fragility analysis of bridges

Engineering

• Abutment 50%
• Component Analysis 50%
• Energy Dissipation 50%
• Limit State 50%
• Monitoring Point 50%
• Pier Type 50%
• Pile Cap 100%
• Pile Foundations 100%
• Plastic Hinge 50%
• Stiffness Degradation 50%
• Strength Degradation 50%

Earth and Planetary Sciences

• Energy Dissipation 16%
• Pile Foundation 33%
• Wharf 100%