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To model the forcing function in such cases, a method is presented which solves for an equivalent forcing function based on sound power measurements.
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Forces that impacted the particles were namely the drag force which was modeled by the Gidaspow drag model, the lift force which was modeled by the Saffman Mei lift model, the pressure force, and the added mass force.
The alternating model emphasizes that the forcing units and chilling units possess a negative indicative correlation.
The FEMA 356 method also employs nonlinear shear springs to model the force-displacement response of individual piers.
In the GFMD model, the force is much smaller than that of the asperity model, while the contact cluster number in the GFMD model is much larger.
Thus, note that using the harmonic potential model, the force increases quadratically (or exponentially in the presence of atmospheric obscuration) as the link distance increases.
In that model, the force can be computed provided the materials shear yield stress, work hardening index, and fracture toughness in the plane of cut are known.
Structural analyses of such complexes may enable us to model the forces driving their assembly and stability which in turn may help us to understand these processes better.
We model the forces generated by internal oscillations as being biased in the direction parallel to the nanoridges.
To accomplish this, we used the DLVO theory to model the forces that govern interactions of opposing bilayers.
From the fits of F∗ to the SB model, the force-dependence of the outer barrier is x F∗out = 21.6 Å.
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