JUSTIFICATION OF VALUES FACTOR CONTROLLER VIBRATION DAMPING SHIPPING BRIDGE CRANES
https://doi.org/10.26518/2071-7296-2017-1(53)-12-19
Abstract
As a result of computational experiments on the simulation model of the bridge crane with controller cancellations load fluctuations when it is moved to test trajectories are obtained depending on the indicators characterizing the process of moving from the regulator coefficients. The indicators used by the maximum absolute error of the linear referencing load, the maximum speed of movement of the bridge crane and a cargo truck, the maximum acceleration of the bridge and trolley. Substantiated rational values of the vibration damping control factors, which do not appear self-sustaining self-oscillation of the bridge and trolley.
About the Authors
M. S. Korytov
The Siberian Automobile and Highway University
Russian Federation
Russian Federation
Doctor of Technical Sciences, Professor, Professor of a university department “Automobiles, construction materials and technologies”
644080, Omsk, pr. Mira, 5
V. S. Sherbakov
The Siberian Automobile and Highway University
Russian Federation
Russian Federation
Doctor of Technical Sciences, Professor, Head of the Department “Automation of industrial processes and electrical”
644080, Omsk, pr. Mira, 5
E. O. Shershneva
The Siberian Automobile and Highway University
Russian Federation
Russian Federation
Software Engineer of Public Relations
644080, Omsk, pr. Mira, 5
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Review
For citations:
Korytov M.S., Sherbakov V.S., Shershneva E.O. JUSTIFICATION OF VALUES FACTOR CONTROLLER VIBRATION DAMPING SHIPPING BRIDGE CRANES. The Russian Automobile and Highway Industry Journal. 2017;(1(53)):12-19. (In Russ.) https://doi.org/10.26518/2071-7296-2017-1(53)-12-19
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