Collapse prognosis of a long-span cable-stayed bridge based on shake table test and nonlinear model updating

Keyphrases

• Long-span Cable-stayed Bridge 100%
• Shaking Table Test 100%
• Nonlinear Model Updating 100%
• Failure Mechanism 50%
• Strong Earthquake 50%
• Collapse Models 50%
• Nonlinear Finite Element Model Updating 50%
• China 25%
• Structural Response 25%
• Measure Data 25%
• Earthquake 25%
• Finite Element Model 25%
• Final Failure 25%
• Refined Finite Element Model 25%
• Document-oriented 25%
• Parameter Dependence 25%
• Affected Area 25%
• Simulation Algorithm 25%
• Modeling Uncertainty 25%
• Seismic Performance 25%
• Updating Model 25%
• Strong Ground Motion 25%
• Updating Algorithm 25%
• Time History Analysis 25%
• Performance Mechanisms 25%
• Seismic Failure 25%
• Collapse Mechanism 25%
• Algorithm 2 25%
• Seismic Response Prediction 25%
• Sutong Cable-stayed Bridge 25%
• Response Prediction Method 25%
• Failure to Progress 25%
• Deactivation 25%
• Real Damage 25%
• Damage State 25%
• Design Documents 25%
• Earthquake-induced Collapse 25%

Engineering

• Cable Stayed Bridges 100%
• Nonlinear Model 100%
• Finite Element Modeling 80%
• Failure Mechanism 40%
• Experimental Observation 20%
• Measurement Data 20%
• Good Agreement 20%
• Time History 20%
• Collapse Mechanism 20%
• Final Failure 20%
• Seismic Response 20%
• Seismic Performance 20%
• Damage State 20%
• Simulation Algorithm 20%
• Design Document 20%
• Ground Movement 20%
• Illustrates 20%
• Structural Response 20%