Kinematic seismic response of end-bearing piles to S-waves

Engineering

• End-Bearing Pile 100%
• Seismic Response 100%
• Computer Simulation 50%
• Harmonics 50%
• Excitation Frequency 50%
• Parametric Study 50%
• Closed Form Expression 50%
• Approximate Solution 50%
• Surrounding Soil 50%
• Shear Wave 50%
• Soil Pile 50%
• Pile Head 50%
• Slenderness 50%
• Relative Stiffness 50%
• Soil Layer 50%
• Soil Resistance 50%

Earth and Planetary Sciences

• Seismic Response 100%
• Harmonics 50%
• Soil Layer 50%
• Elastodynamics 50%