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Karol Winkelmann
Karol Winkelmann
Gdańsk University of Technology, Faculty of Civil and Environmental Engineering
Verified email at pg.gda.pl
Title
Cited by
Cited by
Year
Effect of geometric imperfections on aluminium silo capacities
J Górski, T Mikulski, M Oziębło, K Winkelmann
Stahlbau 84 (1), 52-57, 2015
222015
The use of response surface methodology for reliability estimation of composite engineering structures
K Winkelmann, J Górski
Journal of Theoretical and Applied Mechanics 52 (4), 1019-1032, 2014
132014
Application of probabilistic tools to extend load test design of bridges prior to opening
P Owerko, K Winkelmann, J Górski
Structure and Infrastructure Engineering 16 (7), 931-948, 2020
102020
Influence of geometric imperfections on capacities of silo structures loaded with pressure below atmospheric
M Gołota, J Górski, T Mikulski, K Winkelmann
Shell Structures: Theory and Applications. Proceedings of the 9th SSTA …, 2009
82009
Probabilistic analysis of settlements under a pile foundation of a road bridge pylon
K Winkelmann, K Żyliński, J Górski
Soils and foundations 61 (1), 80-94, 2021
72021
Reliability-based stability analysis of a baltic cliff by the combined response surface method
K Winkelmann, L Zabuski, J Przewłócki, J Górski
Geotechnical and Geological Engineering 38 (5), 5549-5563, 2020
72020
Generation of random fields to reflect material and geometric imperfections of plates and shells
J Górski, K Winkelmann
Shell Structures: Theory and Applications Volume 4, 537-540, 2017
72017
The Effect of the Selection of Three-Dimensional Random Numerical Soil Models on Strip Foundation Settlements
K Żyliński, K Winkelmann, J Górski
Applied Sciences 11 (16), 7293, 2021
62021
The use of Response Surface Methodology for reliability estimation of aluminum silo subjected to wind load
K Winkelmann
Shell structures: Theory and applications 3, 571-574, 2014
62014
Improving the procedure of probabilistic load testing design of typical bridges based on structural response similarities
P Owerko, K Winkelmann
Archives of Civil Engineering 66, 325-342, 2020
52020
Influence of nonlinearities on the efficiency and accuracy of FEM calculations on the example of a steel build-up thin-walled column
P Deniziak, K Winkelmann
MATEC Web of Conferences, 1-8, 2018
52018
Reliability assessment of truss towers using Monte Carlo Method, PEM and RSM
K Winkelmann, M Oziębło
Advances in Mechanics: Theoretical, Computational and Interdisciplinary …, 2015
52015
Random field model of foundations at the example of continuous footing
K Żyliński, A Korzec, K Winkelmann, J Górski
AIP Conference Proceedings 2239 (1), 2020
42020
Basic sensitivity analysis of a telecommunication tower complementing standard reinforcement design process
K Winkelmann, S Duch
AIP Conference Proceedings 2077 (1), 2019
42019
Reliability analysis of sea cliff slope stability by point estimate method
J Przewlocki, L Zabuski, K Winkelmann
IOP Conference Series: Materials Science and Engineering 471 (4), 042003, 2019
42019
TS-based RSM-aided design of cold-formed steel stiffened C-sectional columns susceptible to buckling
P Deniziak, K Winkelmann
Shell Structures: Theory and Applications Volume 4, 533-536, 2017
42017
Obliczanie niezawodności konstrukcji inżynierskich metodami symulacyjnymi oraz metodą powierzchni odpowiedzi
K Winkelman
PhD thesis, Gdansk University of Technology, Gdansk, 2013
42013
Effectiveness of random field approach in serviceability limit state analysis of strip foundation
K Winkelmann, K Żyliński, A Korzec, J Górski
Geotechnical and Geological Engineering 40 (9), 4705-4720, 2022
32022
Reliability assessment of an OVH HV power line truss transmission tower subjected to seismic loading
K Winkelmann, P Jakubowska, B Soltysik
AIP Conference Proceedings 1822 (1), 2017
32017
Advances in Mechanics: Theoretical, Computational and Interdisciplinary Issues: Proceedings of the 3rd Polish Congress of Mechanics (PCM) and 21st International Conference on …
M Kleiber, T Burczynski, K Wilde, J Gorski, K Winkelmann, L Smakosz
CRC Press, 2016
32016
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Articles 1–20