Nonlinear model updating of a reinforced concrete pedestrian cable-stayed bridge

Keyphrases

• Cable-stayed Bridge 100%
• Pedestrian 100%
• Reinforced Concrete 100%
• Nonlinear Model 100%
• Nonlinear Model Updating 100%
• Model Updating 75%
• Damage State 75%
• Element-by-element 50%
• Seismic Performance 50%
• Fiber Frame Element 50%
• Structural Response 25%
• Material Nonlinearity 25%
• Geometric Nonlinearity 25%
• Stiffness Degradation 25%
• Strength Degradation 25%
• Nonlinear Modeling 25%
• Update Mechanism 25%
• Concrete Materials 25%
• Shaking Table Test 25%
• Seismic Damage 25%
• Strong Earthquake 25%
• Envelope Curve 25%
• OpenSees 25%
• Reinforcement Material 25%
• Reinforced Concrete Bridges 25%
• Time-dependent Strength 25%
• Unloading Stress Path 25%
• Local Seismic Response 25%
• Evolution Principle 25%
• Hysteretic Rule 25%
• Damage Level 25%
• Performance States 25%

Engineering

• Cable Stayed Bridges 100%
• Nonlinear Model 100%
• Reinforced Concrete 100%
• Damage State 42%
• Seismic Performance 28%
• Frame Element 28%
• Retrofit 14%
• Time Domain 14%
• Geometric Nonlinearity 14%
• Seismic Response 14%
• Concrete Bridges 14%
• Material Nonlinearity 14%
• Reinforcement Material 14%
• Strength Degradation 14%
• Dependent Stiffness 14%
• Hazards 14%
• Structural Response 14%