Automated Control for Dynamic Parameters of Bridge Spans
Abstract
In the article, for the first time, actual aspects of the dynamic parameter control are considered. These parameters contribute to the real representation of the stress-strain state of steel-reinforced concrete span structures during their design and calculation by limiting states and durability. The paper describes a mechanism of the interaction between the dynamic parameters and the behavior of load-bearing elements of span structures during their operation under the live loads, and the process of automated control for dynamic parameters is defined.
About the Authors
Vladimir M. Kartopoltsev
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Andrei V. Kartopoltsev
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
Boris D. Kolmakov
Tomsk State University of Architecture and Building
Russian Federation
Russian Federation
References
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Review
For citations:
Kartopoltsev V.M., Kartopoltsev A.V., Kolmakov B.D. Automated Control for Dynamic Parameters of Bridge Spans. Vestnik of Tomsk state university of architecture and building. 2017;(4):171-176. (In Russ.)
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