Implications of design assumptions on capacity estimates and demand predictions of multispan curved bridges

Keyphrases

• Curved Bridge 100%
• Demand Forecasting 100%
• Capacity Shortage 100%
• Capacity Estimate 100%
• Multi-span 100%
• Design Assumptions 100%
• Bridge Behavior 66%
• As-designed 66%
• As-built 66%
• Action Performance 33%
• Detailed Dynamics 33%
• Bridge Bearings 33%
• Global Deformation 33%
• Lateral Dynamics 33%
• Structural Imbalances 33%
• Available Capacity 33%
• Structural Gap 33%
• Federal Highway Administration 33%
• Performance Indicators 33%
• Attention Level 33%
• Capacity Characteristics 33%
• Uncertainty Reduction 33%
• Global Action 33%
• Design Engineers 33%
• Conservative Design 33%
• Depth Assessment 33%
• Lateral Capacity 33%
• Global Performance 33%
• Art Assessment 33%
• Local Action 33%
• Nonconservative 33%
• Limit State Criteria 33%
• Slippage 33%
• Seismic Demand 33%
• Seismic Behavior 33%
• Reference Application 33%
• Deformation Performance 33%
• Structural Materials 33%
• Modern Code 33%

Engineering

• Design Engineer 100%
• Seismic Behavior 100%
• Bearings (Structural) 100%
• Seismic Performance Assessment 100%
• Structural Deficiency 100%
• Performance Indicator 100%
• Bridge Bearings 100%