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Karol Winkelmann
Karol Winkelmann
Gdańsk University of Technology, Faculty of Civil and Environmental Engineering
Zweryfikowany adres z pg.gda.pl
Tytuł
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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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