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The estimation equations are based on the integral equation approach.
In most references in the literature, XVA equations are based on hedging arguments.
These equations are based on those developed by Wilson and Cowan [37].
Corresponding control equations are based on the control methods used in grid-connected mode.
These four equations are based on the model of the hand's trajectory presented in Eq. (9).
These equations are based on elastic theory for singly-symmetric and doubly-symmetric sections.
Governing equations are based on the classical plate theory with von Karman-type geometric nonlinearity.
Mostly, model equations are based on the so-called law of corresponding states.
All these equations are based on different design parameters and proposed for normal concrete deep beams.
The finite difference equations are based on the concepts of extended pressure and flux conservation.
Most of the design equations are based on the correlations obtained experimentally, using dimensionless similarity numbers.
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