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Experimental work and mathematical modelling of the coalescence process are both reviewed, including various models, such as molecular dynamic simulation, random collision/coalescence modelling, and linear condensation polymerisation kinetics.
Three-dimensional solid modelling and linear elastic stress analysis, by means of numerical methods, are used to investigate the local stress field at weld toes and roots, geometrically regarded as sharp notches.
Interrupted time-series analyses using ARIMA modelling and linear regression models were used to investigate intervention effects.
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Consequent parameters are obtained using linearized plant models and linear design techniques.
Topics include autonomous and non-autonomous operator stability, stochastic turbulence models and linear inverse models.
Statistical analyses Associations were examined using cross tabulations, log-linear modeling, and linear regressions.
The experimental results are compared with finite element analysis (FEA) model and linear analytical model.
Thus, one must differentiate between linear statistical models and linear models that also imply straight-line relationships.
Then the following is the five specific models based on the general regression model, which is quadratic model, exponential model, square root model, quadratic plateau model and linear plateau model.
Ordered logit models and linear regressive model were set up to analyze impact factors of the three indicators, respectively.
Two different modeling approaches for soil foundation interaction, nonlinear Winkler model and linear lumped-parameter model, were investigated.
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