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Costs and QALYs were modelled using generalized linear models whilst MACE was modelled using logistic regression.
Concrete parts of the FE models were modelled using quadratic brick – and steel plates were modelled using tetrahedral – solid elements.
Any-stage AKI and stage-3 AKI were modelled using separate logistic regression models.
The experimental results were modelled using the GAB (Guggenheim, Anderson and De Boer) model.
Gene-environment interactions were modelled using product terms again assuming an additive genetic model.
The hydraulic conductivity data were modelled using multiple linear regression.
Speciation rates through time were modelled using both λ and μ parameters and then tested in both λ and μ calculations.
The experiments were modelled using the reactive transport code OpenGeosys-GEM.
The properties of acrylonitrile butadiene copolymer (NBR)–nanoclay composites were modelled using response surface methodology (RS M.
The temperature and thermal stress distribution in the test specimen were modelled using finite element software.
The thermal boundaries were modelled using lumped convection heat loss.
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