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Autor:
Saidmaksud R. Razzakov
Publikováno v:
Железобетонные конструкции, Vol 4, Iss 4, Pp 52-65 (2023)
Analytical, computer and experimental modeling methods are applied in the study of seismic resistance and changing dynamic parameters of long-term loaded non-linearly deformed large-span spatial shell structures. Physically and geometrically nonlinea
Externí odkaz:
https://doaj.org/article/9ab2db72dc374d198b818c2c8f984cbf