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The problems of optimization of cylindrical bar cross-sections are formulated in variational forms.
The equations of motion of a pisnning beam of uniform rectangular cross-section are formulated by using Euler beam theory and the assumed mode method.
Four ventilation schemes with the same duct at different positions along the transverse section are formulated, and the scheme approaching the right side with most of the construction adits is adopted in engineering after a comparative analysis, as it offers a well-distributed velocity field and sufficient security distance.
An optimal hydraulic design problem regarding an earth dam cross section is formulated as an inverse problem for the steady model of saturated unsaturated seepage flows in porous media.
The main result of this section is formulated as follows.
The main results of this section were formulated in [14].
The problem described in the previous section is formulated as a mixed integer linear programming.
The main result of this section is formulated in the following theorem.
The main result of this section is formulated in the following new fixed theorem in complete generalized metric spaces, which generalize and improve Diaz-Margolis's fixed point theorem.
The questions in this section were formulated to allow patients to express this uncertainty, with the aim that we would be able to assess over time the proportion of patients able to engage with these questions, an important issue for UK policymakers.
Simple results on stability of delay differential equations in the case m = 2, which will be proven on the basis of general assertions obtained in Section 5, are formulated in Section 3.
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CEO of Professional Science Editing for Scientists @ prosciediting.com