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Autor:
Katarzyna Jeleniewicz, Jacek Jaworski, Mariusz Żółtowski, Izabela Uziębło, Anna Stefańska, Saurav Dixit
Publikováno v:
Scientific Reports, Vol 14, Iss 1, Pp 1-13 (2024)
Abstract The conventional design of steel structure objects relies on a first-order elastic analysis, where the entire object is treated as a set of individual structural elements requiring time-consuming, semi-empirical design calculations. Such an
Externí odkaz:
https://doaj.org/article/dd4196ad81934b9aa438a8912b1a9e74