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Roman Lewandowski

Researcher at Poznań University of Technology

Publications -  75
Citations -  1259

Roman Lewandowski is an academic researcher from Poznań University of Technology. The author has contributed to research in topics: Damper & Nonlinear system. The author has an hindex of 18, co-authored 71 publications receiving 1064 citations.

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Identification of the parameters of the Kelvin-Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers

TL;DR: In this paper, a family of methods for identification of the parameters of both the Kelvin-Voigt fractional model and the Maxwell fractional models are presented in order to describe the behavior of viscoelastic dampers using a small number of parameters.
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Dynamic analysis of frames with viscoelastic dampers modelled by rheological models with fractionalderivatives

TL;DR: In this article, Viscoelastic (VE) dampers are modelled using two, three-parameter, fractional rheological models and a continuation method is used to solve the nonlinear eigenvalue problem.
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Computational formulation for periodic vibration of geometrically nonlinear structures—part 1: Theoretical background

TL;DR: A general computational formulation for geometrically nonlinear structures excited by harmonic forces and executing periodic motion in a steady-state is presented in this article, where the equations of both continuous and discretized models are reformulated to obtain the motion equation in a more suitable form to a further analysis.
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Computational formulation for periodic vibration of geometrically nonlinear structures—part 2: Numerical strategy and examples

TL;DR: In this paper, the numerical strategy for solving the matrix amplitude equation with parameter is discussed in detail, which is the result of application of the Galerkin method for analysis of periodic solutions of the geometrically nonlinear structures.
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Application of the Ritz method to the analysis of non-linear free vibrations of beams

TL;DR: In this paper, an analytical solution for geometrically non-linear free vibrations of beams with elastically supported ends in the horizontal direction is presented by employing Hamilton's principle and assuming that horizontal inertia forces can be neglected.