Interaction between continuous welded rail and long-span steel truss arch bridge of a high-speed railway under seismic action

Keyphrases

• Friction 100%
• High-speed Railway 100%
• Seismic Action 100%
• Long-span Steel Truss Arch Bridge 100%
• Rail Expansion Joint 100%
• Continuously Welded Rail 100%
• Ballast Resistance 100%
• Computer Program 50%
• Interaction Effect 50%
• Structural Integrity 50%
• Spatial Modeling 50%
• Stringer 50%
• Railway Bridge 50%
• Crossbeam 50%
• Internal Force 50%
• Nonlinear Spring 50%
• Pile-soil Interaction 50%
• Beam End 50%
• Trusses 50%
• Longitudinal Resistance 50%
• Seismic Excitation 50%
• Track Constraint 50%
• Penzien Model 50%
• Natural Vibration Characteristics 50%
• Deck System 50%
• Seismic Stress 50%
• Rail Strain 50%
• Artificial Seismic Wave 50%
• Chinese Code 50%

Engineering

• Railway 100%
• Arch Bridges 100%
• Expansion Joints 100%
• Truss 100%
• Continuous Welded Rail 100%
• Seismic Action 100%
• Structural Integrity 50%
• Railway Bridge 50%
• Interaction Effect 50%
• Internal Force 50%
• Soil Pile 50%
• Seismic Wave 50%
• Resonant Frequency 50%
• Characteristic Vibration 50%
• Cross Beam 50%