2-D elastoplastic seismic shear response of earth dams: Theory

Engineering

• Two Dimensional 100%
• Galerkin Formulation 50%
• Linearized Problem 50%
• Constitutive Equation 50%
• Plasticity Theory 50%
• Computational Cost 50%
• Eigenmode 50%
• Spatial Domain 50%
• Time History 50%
• Numerical Methods 50%
• Stress-Strain Relations 50%
• Permanent Deformation 50%
• Dependent Strain 50%
• Response Quantity 50%

Keyphrases

• Analytical-numerical Method 33%
• Nonlinear Strain 33%
• Strain Characteristics 33%
• Artificial Damping 33%