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An initial stress formulation is used to formulate the boundary integral equations.
The equivalent variational formulation is used to determine the displacements.
Binary integer programming formulation is used in [7].
Instead of that the Gibbs-Appell formulation is used.
Tier building formulation is used for three-dimensional dynamic analysis.
A redundancy formulation is used to define the tasks.
Lagrangian dynamic formulation is used to derive the system dynamics.
An integral formulation is used to describe the pressure field.
A discrete-time stochastic dynamic programming formulation is used to format the problem.
A 3D eight-noded isoparametric formulation is used for all piers.
This alternate formulation is used to suggest iterative methods for approximate solvability of variational inequality problems.
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