Use of dimensional analysis for determining the dynamic coefficient of the crane supporting structure caused by driving over uneven rails

The paper presents a way of describing the vertical dynamic load of the crane supporting structure caused by driving over uneven surfaces with the use of a dimensional analysis and similarity theory model. The applied method allows to conduct an initial, theoretical and qualitative analysis and to designate dimensionless parameters affecting the studied process. The obtained values were compared with the dynamic coefficients calculated on the basis of current standards.

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Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę (zadania 2017).