Latest revision as of 13:06, 12 February 2021

Abstract

This paper describes a question of evaluation necessity of bridge cranes using the method of limit deformation state and oscillation damping. The solution was performed by means of theoretical analysis and an experimental verification at the selected bridge crane. The final result sounds that in the case of a correct strength computing of given bridge crane, it is not necessary to also check deformation and damping of oscillation as well. Web of Science 108 158 141

Document type: Article

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The different versions of the original document can be found in:

• http://dx.doi.org/10.20858/sjsutst.2020.108.13

• http://hdl.handle.net/10084/141799 under the license http://creativecommons.org/licenses/by/4.0/

• https://doi.org/10.20858/sjsutst.2020.108.13 under the license cc-by

• http://dx.doi.org/10.20858/sjsutst.2020.108.13,

https://academic.microsoft.com/#/detail/3041876877

• http://sjsutst.polsl.pl/archives/2020/vol108/141_SJSUTST108_2020_Mantic_Kulka_Kopas_Faltinova_Hrabovsky.pdf,

https://doaj.org/toc/0209-3324,

https://doaj.org/toc/2450-1549