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The process simulation utilized meteorological data for 3 locations (Abuja, Benin City and Sokoto) with varying climatic conditions in Nigeria.
The large-scale computational simulation utilized a 175 μm mesh resolution and the routine daily loading activities of walking and stair climbing.
The simulation utilized the Jakes' model communication channel.
This simulation utilized the same 4-GPU VULCAN nodes described previously.
The finite-fault simulation utilized the EXSIM code, developed by Boore (2009) and modified from Motazedian and Atkinson (2005).
As hydrologic information from this period is limited, the hindcast simulation utilized data from the 1996 to 2004 simulation as a surrogate for the unknown quantities, under the assumption that these time series were at least similar to values in the 1926 to 1932 period and no other assumed values were considered better.
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Numerical simulation utilizing ANSYS/LS_DYNA was carried out with the same penetration condition.
The influences of local buckling are considered in the simulation utilizing the existing effective width formulations.
The large-eddy simulation utilizes the same equations, but averaged over the finite grid volume.
(3) Emulation of the stack and other pneumatic elements and simulation utilizing the designed control system.
A three-dimensional, scale-resolving simulation, utilizing a derivative of the Detached Eddy Simulation approach was considered.
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