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Autor:
Sadowski, A, Seidel, M, Al-Lawati, H, Azizi, E, Balscheit, H, Böhm, M, Chen, L, Van Dijk, I, Doerich-Stavridis, C, Fajuyitan, OK, Filippidis, A, Fischer, AW, Fischer, C, Gerasimidis, S, Karampour, H, Kathirkamanathan, L, Marten, F, Mihara, Y, Mishra, S, Sakharov, V, Shahini, A, Subramanian, S, Topkaya, C, Wagner, HNR, Wang, J, Yadav, KK, Yun, X, Zhang, P
An assessment of the elastic-plastic buckling limit state for multi-strake wind turbine support towers poses a particular challenge for the modern finite element analyst, who must competently navigate numerous modelling choices related to the tug-of-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::0c737b4ba659da22e90695f3ba497656
https://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&origin=inward&scp=85150292508
https://www.scopus.com/inward/record.url?partnerID=HzOxMe3b&origin=inward&scp=85150292508
Publikováno v:
Advances in Engineering Software.
The new Reference Resistance Design (RRD) method, recently developed by Rotter [1], for the manual dimensioning of metal shell structures effectively permits an analyst working with only a calculator or spreadsheet to take full advantage of the reali