The behaviour of the stiff monopile foundation subjected to the lateral loads

Engineering

• Monopile Foundation 100%
• Lateral Loads 100%
• Numerical Model 33%
• Offshore Wind Turbines 33%
• Preliminary Design 33%
• Limiting Value 33%
• Loading Condition 33%
• Pile Diameter 33%
• Cyclic Loading 33%
• Eccentricity 33%
• Design 33%
• Large Diameter 33%

Physics

• Rotation 66%
• Diameters 66%
• Numerical Model 33%
• Eccentricity 33%
• Foci 33%
• Value 33%