| Identification of the parameters of the Kelvin–Voigt and the Maxwell fractional models, used to modeling of viscoelastic dampers R Lewandowski, B Chorążyczewski Computers & structures 88 (1-2), 1-17, 2010 | 393 | 2010 |
| Dynamic analysis of frames with viscoelastic dampers modelled by rheological models with fractionalderivatives R Lewandowski, ZŁ Pawlak Journal of sound and Vibration 330 (5), 923-936, 2011 | 113 | 2011 |
| Computational formulation for periodic vibration of geometrically nonlinear structures—part 1: theoretical background R Lewandowski International journal of solids and structures 34 (15), 1925-1947, 1997 | 96 | 1997 |
| Non-linear free vibrations of beams by the finite element and continuation methods R Lewandowski Journal of Sound and Vibration 170 (5), 577-593, 1994 | 79 | 1994 |
| Dynamic characteristics of multilayered beams with viscoelastic layers described by the fractional Zener model R Lewandowski, M Baum Archive of Applied Mechanics 85, 1793-1814, 2015 | 78 | 2015 |
| Application of the Ritz method to the analysis of non-linear free vibrations of beams R Lewandowski Journal of Sound and Vibration 114 (1), 91-101, 1987 | 78 | 1987 |
| Dynamic analysis of frames with viscoelastic dampers: a comparison of damper models R Lewandowski, A Bartkowiak, H Maciejewski Structural Engineering and Mechanics 41 (1), 113-137, 2012 | 76 | 2012 |
| Nonlinear vibration of viscoelastic beams described using fractional order derivatives R Lewandowski, P Wielentejczyk Journal of Sound and Vibration 399, 228-243, 2017 | 75 | 2017 |
| Computational formulation for periodic vibration of geometrically nonlinear structures—part 2: numerical strategy and examples R Lewandowski International journal of solids and structures 34 (15), 1949-1964, 1997 | 75 | 1997 |
| Dynamic analysis of structures with multiple tuned mass dampers R Lewandowski, J Grzymisławska Journal of Civil Engineering and Management 15 (1), 77-86, 2009 | 64 | 2009 |
| The continuation method for the eigenvalue problem of structures with viscoelastic dampers Z Pawlak, R Lewandowski Computers & Structures 125, 53-61, 2013 | 63 | 2013 |
| Design sensitivity analysis of structures with viscoelastic dampers R Lewandowski, M Łasecka-Plura Computers and Structures 164, 95-107, 2016 | 53 | 2016 |
| Steady-state non-linear vibrations of plates using Zener material model with fractional derivative P Litewka, R Lewandowski Computational Mechanics 60, 333-354, 2017 | 40 | 2017 |
| Influence of temperature on the dynamic characteristics of structures with viscoelastic dampers R Lewandowski Journal of Structural Engineering 145 (2), 04018245, 2019 | 39 | 2019 |
| Free vibration of structures with cubic non-linearity-remarks on amplitude equation and Rayleigh quotient R Lewandowski Computer methods in applied mechanics and engineering 192 (13-14), 1681-1709, 2003 | 38 | 2003 |
| Solutions with bifurcation points for free vibration of beams: an analytical approach R Lewandowski Journal of sound and vibration 177 (2), 239-249, 1994 | 37 | 1994 |
| Dynamika konstrukcji budowlanych R Lewandowski Wydawnictwo Politechniki Poznańskiej, 2018 | 35 | 2018 |
| Response spectrum method for building structures with viscoelastic dampers described by fractional derivatives R Lewandowski, Z Pawlak Engineering Structures 171, 1017-1026, 2018 | 31 | 2018 |
| On beams membranes and plates vibration backbone curves in cases of internal resonance R Lewandowski Meccanica 31, 323-346, 1996 | 30 | 1996 |
| Non-linear, steady-state vibration of structures by harmonic balance/finite element method R Lewandowski Computers & Structures 44 (1-2), 287-296, 1992 | 30 | 1992 |
Zdzisław PawlakPoznań University of TechnologyVerified email at put.poznan.pl
