Three-Dimensional Modeling of Monopiles in Sand Subjected to Lateral Loading under Static and Cyclic Conditions

Engineering

• Analytical Model 50%
• Characteristic Load 50%
• Critical Length 100%
• Cross-Coupling 50%
• Cyclic Loading 100%
• Cyclic Loads 50%
• Design Criterion 50%
• Dimensional Modeling 100%
• Elastic Strain 50%
• Failure Envelope 50%
• Finite Element Method 50%
• Lateral Loads 100%
• Lateral Stiffness 50%
• Limit State 50%
• Load Cycle 50%
• Load Ratio 50%
• Natural Frequency 100%
• Offshore Wind Turbines 100%
• Pile System 50%
• Regression Coefficient 50%
• Rotational Stiffness 50%
• Safe Design 50%
• Soil Pile 50%
• Soil Stiffness 50%
• Soil Structure Interactions 50%

Keyphrases

• Drain Duration 50%
• Elastic Strain 50%