Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COM 2015
DOI: 10.7712/120115.3518.1309
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Problem of Non-Stationary Waves in Viscoelastic Orthotropic Strip Solved Using Analytical Method

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“…Each layer has different height and is modelled as linear viscoelastic with special orthotropic properties. This work is a continuation of authors' previous works [7] and [8] in which analogous wave problems for an orthotropic viscoelastic strip and for a strip with two symmetric orthotropic viscoelastic layers were solved, respectively. The structure of the present work is organise in such a way to emphasise the fundamental steps leading to the derivation of Laplace transforms of displacement components for each layer.…”
Section: Introductionmentioning
confidence: 90%
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“…Each layer has different height and is modelled as linear viscoelastic with special orthotropic properties. This work is a continuation of authors' previous works [7] and [8] in which analogous wave problems for an orthotropic viscoelastic strip and for a strip with two symmetric orthotropic viscoelastic layers were solved, respectively. The structure of the present work is organise in such a way to emphasise the fundamental steps leading to the derivation of Laplace transforms of displacement components for each layer.…”
Section: Introductionmentioning
confidence: 90%
“…When the problem of a single-layered strip is solved (see [7]), the number of these unknowns reduces to four and they can be quite simply derived from four boundary conditions valid at the strip edges. But in the case of a two-layered strip, we receive eight functions which can be determined based on the boundary conditions formulated at the strip edges and at the layer interface.…”
Section: Solving Proceduresmentioning
confidence: 99%
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