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
1. Ol’denburg P., Sartorius G. Dinamika avtomaticheskogo regulirovaniya [Dynamics of automated control]. Leningrad: Gos. energeticheskoe izd., 1949. 327 p. (rus)
2. Kartopoltsev A.V., Kolmakov B.D., Zgolich M.V. K voprosu o dissipativnosti deformirovaniya balok proletnykh stroenii mostov [Dissipative deformation of bridge span beams]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 2. Pp. 194–199. (rus)
3. Kartopoltsev V.M., Kartopoltsev A.V., Kolmakov B.D., Shcherbinin A.N. Primenenie rezonansnykh metodov opredeleniya dinamicheskikh kharakteristik stalezhelezobetonnykh mostov s uchetom defektov proezzhei chasti [Determination of dynamic properties of composite bridges with pavement defects using resonance methods]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 4. Pp. 126–134. (rus)
4. Kartopoltsev V.M., Safronov V.M., Kartopoltsev A.V., Kolmakov B.D. Opredelenie dinamicheskikh napryazhenii i deformatsii v stalezhelezobetonnykh mostakh [Stress-strain state of composite bridges]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 3. Pp. 194–204. (rus)
5. Kartopoltsev V.M., Kisov D., Kartopoltsev A.V., Kolmakov B.D. Dinamicheskie ispytaniya stalezhelezobetonnykh mostov s uchetom vliyaniya defektov proezzhei chasti [Dynamic tests of composite bridges with pavement defects]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 5. Pp. 178–193. (rus)
6. Kartopoltsev A.V., Kolmakov B.D. K voprosu o kolebanii sistemy «avtomobil'+proletnoe stroenie» pri sovpadenii tsentrov mass i zhestkosti [Vehicle/span system oscillation at coincident centre of mass and stiffness]. Vestnik of Tomsk State University of Architecture and Building. 2016. No. 6. Pp. 251–259. (rus)
7. Kartopoltsev V.M., Kartopoltsev A.V., Kolmakov B.D. Vliyanie defektov proezzhei chasti na izmenenie dinamicheskikh kharakteristik proletnykh stroenii mostov [Effect of trafficway defects on dynamic properties of bridge spans]. Vestnik of Tomsk State University of Architecture and Building. 2015. No. 6. Pp. 156–164. (rus)
8. Kornilov U.G., Piven’ V.D. Osnovy teorii avtomaticheskogo regulirovaniya [Fundamentals of automatic control theory]. Moscow; Leningrad: Mashgiz Publ., 1947. 308 p. (rus)
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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