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The models will be discussed from simulation and tribological points of view.
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The influences of the main mechanical parameters are discussed from simulation results.
Each part of the spine FE model is discussed from the simulation point of view and available models are introduced.
The robustness of the most common graph parameters is discussed from Monte Carlo simulations on synthetic graphs.
The applicability of the two beam models is discussed from the numerical simulations.
Firstly, different testing methods were discussed from specimen preparation to testing results simulation of pavement structures.
Simulation governance is discussed from the perspectives of formulation and application of design rules in structural, mechanical and aerospace engineering.
A computerized simulation model developed to evaluate the potential impact of primary and secondary prevention is discussed from methodologic perspectives.
This will be discussed further in the simulation section.
The data from the self-assembly simulations will not be discussed further, because the results are identical to those from the RAND5, UNI5 and UNI2 simulations.
Spin dynamics and results from computer simulations will also be discussed.
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