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The time-dependent velocity is assumed to be a harmonic function about a mean velocity.
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The transverse and circumferential displacements are assumed to be harmonic and expanded in the form of a finite series of functions.
First, the transverse displacement is assumed to be harmonic and is expanded in the form of a finite series of functions.
In the present work, the transverse displacement is assumed to be harmonic and is expanded in the form of a finite series of functions corresponding to the constrained vibrations, which exclude the axisymmetric displacements.
The displacements are assumed to be harmonic in time and are expanded space-wise in terms of polynomial basis functions which satisfy the boundary conditions exactly.
The structure is assumed to be subjected to harmonic excitation in the analysis.
The coordinate P 1 ( 0.43870.4387 ) is chosen, where P 1 ∈ Π 0. The harmonic function u ( x, y ) = e x cos y (5.3). is assumed to be the exact solution.
(The argument principle for harmonic functions [5, 17]) Let H be a harmonic function in a Jordan domain D with boundary (Gamma).
Let be a harmonic convex set a function is called a harmonic convex (or concave, resp).
Because classical elasticity theory assumes that energy is a quadratic ("harmonic") function of strain, such models are collectively called "harmonic-elasticity" models; one example is the wormlike chain model.
Assume that (f:[0,1]tomathbb{R}) is a differentiable function such that (vert f^{prime} vert ^{q}) is a harmonic convex function on [0,1].
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