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We propose an easy and efficient method for analytically designing nonlinear optical loop mirrors (NOLMs) for fiber-optic communication systems.
A method for analytically solving the optimization of beam weighting in radiotherapy treatments using beam segmentation is presented.
The purpose of this study was to develop a new method for analytically generating three-dimensional isocomfort workspace for the upper extremities using the robot kinematics.
In this study, we present a novel method for analytically solving multi-species advective dispersive transport equations sequentially coupled by first-order decay reactions.
The present work has developed a simple method for analytically solving most BVPs stated for the planar Poisson equation in a rectangular domain for which, to our knowledge, only series representation of solutions were available.
A novel method for analytically determining the unknown coefficients resulting from the averaging is presented and this represents a significant improvement over experimental or numerical determination of these coefficients.
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Although researchers attempted to present various types of methods for analytically solving this transport equation system, the currently available solutions are mostly limited to an infinite or a semi-infinite domain.
Although there are various local methods for analytically examining particular fixed points and numerical approaches as well, each system is typically treated in an ad hoc fashion, and it remains a challenge to obtain a global perspective on the behavioral repertoire of such systems.
These models can be used as an interesting method for evaluating analytically both the tensile strength values and their corresponding acoustic emission count as function of Glass fiber content, temperature and the applied strain rate.
In this paper, an iterative method is developed for analytically solving conjugate heat transfer problems.
For this purpose, the well known graphical method of predicting buckling loads, i.e., the Southwell's nondestructive method for columns is analytically extended to spherical shells and a new formula is derived for the critical buckling load of uniformly compressed spherical shells.
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