Determination of Dynamic Properties of Composite Bridges With Pavement Defects Using Resonance Methods
Abstract
The article discusses the changes in the dynamic properties of composite bridge spans having pavement defects. The design diagrams allow identifying basic dynamic properties of bridge spans in resonance conditions. The mathematical dependences obtained as a result of the analysis of parametric and combination resonances, provide the formation of conditions for the automated control for the dynamic properties of bridge spans.
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
Aleksandr N. Shcherbinin
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., Shcherbinin A.N. Determination of Dynamic Properties of Composite Bridges With Pavement Defects Using Resonance Methods. Vestnik of Tomsk state university of architecture and building. 2016;(4):126-134. (In Russ.)
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