Exact(17)
The formulation uses the procedure of variational operations.
The formulation uses numerical integration at the interfaces between blocks.
The formulation uses an elasto-plastic framework to calculate the foundation response.
The formulation uses Kirchoff Love plate theory and Von-Karman nonlinear strain displacement relationship.
The formulation uses the three basic focal mechanisms: normal, reverse and pure strike-slip (Langston, 1981; Herrmann and Wang, 1985).
The formulation uses exact boundary conforming grid systems that eliminate the need for unrealistic simplifying assumptions about the annular geometry.
Similar(43)
The formulation used here allows for numerous cracks to be located along the entire structural boundary.
The uncertainties have been incorporated in the formulation using point estimate method (PEM).
The geometric nonlinearity is accounted for in the formulation using von Karman's strain-displacement relations.
The formulation used is based on a unified higher order shear deformation theory.
The fatigue reliability assessment with monitored data is based on the formulation used in the AASHTO specifications.
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