Numerical formulation and implementation of Euler-Bernoulli pile elements considering soil-structure-interaction responses

Keyphrases

• Soil-structure Interaction 100%
• Numerical Implementation 100%
• Interaction Response 100%
• Numerical Formulation 100%
• Euler-Bernoulli 100%
• Pile Element 100%
• Large Deflection 25%
• Numerical Procedure 25%
• Element Formulation 25%
• Newton-Raphson Method 25%
• Design Practice 25%
• Accumulative Error 25%
• Soft Soil 25%
• Nonlinear Spring 25%
• Mathematical Expression 25%
• External Load 25%
• Equilibrium Condition 25%
• Total Potential Energy 25%
• Secant 25%
• Soil Ground 25%
• Pile Capacity 25%
• Updated Lagrangian Approach 25%
• Kinematic Motion 25%
• Linear Elastic Analysis 25%
• Element Tangent Stiffness Matrix 25%
• Pile Deflection 25%
• Motion Characterization 25%
• Gauss-Legendre Method 25%
• Summation Process 25%
• Quasi-analytical Solution 25%
• Nonlinear Soil-structure Interaction 25%

Engineering

• Soil Structure Interactions 100%
• Mathematical Expression 25%
• External Load 25%
• Simplifies 25%
• Elastic Analysis 25%
• Gauss 25%
• Equilibrium Condition 25%
• Lagrangian Approach 25%
• Potential Energy 25%
• Pile Capacity 25%
• Stiffness Matrix 25%
• Superlattice 25%