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Compliant impacts can be modeled using linear viscoelastic constitutive models.
The Winkler Model is considered a simplified model, in which the soil can be modeled using linear or nonlinear springs.
Such a relationship can be modeled using linear regression analysis.
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So, for example, categorical variables will be modelled using logistic regression and continuous variables will be modelled using linear regression.
The conditional mean cost comparison between 15-visit and 4-visit groups will be modelled using linear regression and generalised linear parametric methods.
For families that are enrolled, program costs are modeled using linear regression and result in an expected program cost conditional on enrollment.
Both the geosynthetic and the facing block were modeled using linear elastic model.
Pile is modeled as Euler Bernoulli beam element and soil resistance is modeled using linear Winkler springs attached to the pile.
After controlling for clustering effects using general estimating equations (GEE), group differences in child maltreatment, placement stability, and permanence were modeled using linear and logistic regression.
The OWT system is modeled using linear beam and soil structure interaction is accounted for incorporating American Petroleum Institute based cyclic p y springs attached to the monopile.
The power extraction at these sites is modeled using linear momentum actuator disk theory applied to a cross-channel array of turbines.
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