Multiscale modeling and model updating of a cable-stayed bridge. I: Modeling and influence line analysis

Keyphrases

• Dynamic Properties 100%
• Cable-stayed Bridge 100%
• Stress Response 100%
• Update Mechanism 100%
• Structural Health Monitoring System 100%
• Modal Frequency 100%
• Model Updating 100%
• Bridge Components 100%
• Bridge Safety 100%
• Multiscale Modeling 100%
• Bridge Performance 100%
• Influence Line Analysis 100%
• Hong Kong 50%
• Substructure Method 50%
• Computation Time 50%
• Bridge Deck 50%
• Shell Element 50%
• Main Span 50%
• Long-span Bridge 50%
• Superelement 50%
• Girder 50%
• Number of Degrees of Freedom 50%
• Displacement Response 50%
• Number of Sensors 50%
• Beam Element 50%
• Truss Element 50%
• Stonecutters Bridge 50%
• Static Displacement 50%
• Stress-related 50%
• Sensitivity-based Model Updating 50%
• Static Stress 50%
• Assessment Efficiency 50%
• Local Response 50%
• Multi-scale Finite Element Model 50%
• Twin-box Deck 50%

Engineering

• Multiscale Modeling 100%
• Cable Stayed Bridges 100%
• Influence Line 100%
• Multiscale Model 100%
• Multiscale 50%
• Structural Health Monitoring 50%
• Health Monitoring System 50%
• Bridge Components 50%
• Dynamic Property 50%
• Computation Time 25%
• Test Result 25%
• Degree of Freedom 25%
• Simulation Result 25%
• Bridge Decks 25%
• Main Span 25%
• Local Response 25%
• Beams and Girders 25%
• Shell Element 25%
• Finite Element Modeling 25%