Buffeting-Induced Fatigue Damage Assessment of a Long-Span Bridge under a Changing Climate Scenario

Keyphrases

• Aerodynamic Characteristics 25%
• Bridge Model 25%
• Bridge Span 25%
• Bridge Structure 25%
• Buffeting Response 25%
• Canadian Cities 25%
• Climate Change 100%
• Climate Scenarios 100%
• Cumulative Fatigue Damage 25%
• Cycle Counting Methods 25%
• Damage Accumulation 25%
• Damage Law 25%
• Dynamic Characteristics 25%
• Fatigue Analysis 25%
• Fatigue Damage Accumulation 25%
• Fatigue Damage Assessment 100%
• Fatigue Life 25%
• High Wind Speed 25%
• Long-span Bridge 100%
• Montreal 25%
• Non-stationarity 25%
• Rainflow Counting 25%
• RCP8.5 25%
• Single-span 25%
• Structural Integrity 25%
• Structural Problems 25%
• Structural Serviceability 25%
• Suspension Bridge 25%
• Toronto 25%
• Turbulence 25%
• Turbulence Intensity 25%
• Vancouver 25%
• Vibration Source 25%
• Weibull Distribution 25%
• Wind Speed 25%
• Wind Turbulence 25%
• Wind-induced Load 25%
• Wind-induced Vibration 25%

Engineering

• Aerodynamic Characteristic 50%
• Bridge Structure 50%
• Buffeting Response 50%
• Climate Change 50%
• Climatic Change 50%
• Fatigue Damage 50%
• Fatigue Damage Accumulation 50%
• Fatigue Damage Assessment 100%
• Fatigue Life 50%
• Frequency Domain 50%
• High Wind Speed 50%
• Induced Fatigue 100%
• Induced Load 50%
• Lifecycle 50%
• Serviceability 50%
• Structural Integrity 50%
• Structural Problem 50%
• Suspension Bridges 50%
• Turbulence Intensity 50%
• Wind Induced Vibration 50%