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Using the moving frame method, the errors and the variations were quantified, and the error-variation equations were established.
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If you're using the frame method, fill the basin and add the pulp before you dip the frame.
The results of the proposed method are compared with those of the frame method using the SAP2000 structural analysis program.
The numerical analysis suggests that the combination of the multiple rotating frame method and the standard k-ε turbulence model was appropriate for simulation of the internal flow characteristics and for power prediction.
Starting with these empirical observations, we have developed a mathematical framework based on differential geometry, Lie group theory and Cartan's moving frame method for the analysis of human hand trajectories.
Depending on the method you chose in Step 1, here's how to do it: Frame method: After the water stops dripping (or nearly so), gently place a piece of fabric (felt or flannel, preferably) or a piece of Formica (smooth-side down) in the frame on top of the "paper".
The accuracy of the Equivalent Frame Method (EFM) in modelling the seismic non-linear behaviour of unreinforced masonry (URM) buildings is investigated for regular walls (i.e. walls with regular openings' distribution) with different pier-to-spandrel geometrical relations.
And following on from the cast-iron frame method that allowed for the first skyscrapers to be raised in the late 19th century, each successive wave of innovation has been incorporated into further erectile capability.
Therefore, they lead to more accurate results as compared to the more complex models developed using the local frame method which does not account for the non-linearities in the strain displacement relationships.
An analysis of the distribution of rDNA sites by the arm frame method was carried out both in the whole sample and separately by family, aiming to identify specific trends (details of the arm frame construction are indicated in Material and Methods. 1201 rDNA bearing chromosomes from 457 karyotypes (420 species) with single site or multiple sites were included in this analysis.
The stiffness degradation due to cracking in the flat slab system considered in the equivalent frame method was taken into account by reducing the modulus of elasticity of floor slabs based on linear elastic finite element analysis in this study.
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