Ultimate state of bridges with soil-pile-structure interaction under extreme earthquakes

Keyphrases

• Extreme Earthquakes 100%
• Ultimate State 100%
• Strong Ground Motion 100%
• Plastic Behavior 100%
• Soil-pile-structure Interaction 100%
• Vector Form Intrinsic Finite Element (VFIFE) 50%
• Nonlinear Soil Springs 50%
• Dynamic Behavior 50%
• Highly Nonlinear 50%
• Engineering Problems 50%
• Plastic Hinge 50%
• Soil-structure Interaction 50%
• Failure Mode 50%
• Pile Foundation 50%
• Soil Spring Model 50%
• Interaction Behavior 50%
• Failure Process 50%
• Soil Elements 50%
• Nonlinear Soil 50%
• Seismic Soil-pile-structure Interaction 50%
• Nonlinear Engineering 50%

Engineering

• Ground Movement 100%
• Structure Interaction 100%
• Soil Pile 100%
• Dynamic Behavior 50%
• Engineering Problem 50%
• Plastic Hinge 50%
• Soil Structure Interactions 50%
• Parametric Study 50%
• Interaction Behavior 50%
• Failure Mode 50%
• Pile Foundations 50%
• Failure Process 50%
• Finite Element Analysis 50%