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Jensen, T.; Zhurbenko, V.; Krozer, V.; Meincke, P.
Pág. 2957 - 2965
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B. D. Sukhorukov,M. K. Zhurbenko
Pág. 213 - 219
The article considers the results of testing an 18m-long sectional span structure, manufactured under project BCK 31-81.
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V. P. Tarasenko,B. V. Savchynskyi,V. I. Solomka,B. D. Sukhorukov,M. K. Zhurbenko,T. F. Kharytonova,S. V. Kliuchnyk
Pág. 216 - 219
The article describes peculiarities of operation of the draw-bridge for combined traffic, the results of technical evaluation and tightness tests of the suspended cables of the drawbridge with vertically lifted span structure.
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B. D. Sukhorukov,B. V. Savchynskyi,M. K. Zhurbenko
Pág. 186 - 189
The article provides examples of non-uniform settlings and heels of flyover supports, exposed to a considerable extent, and enlists the common causes and regularities in their appearance and development. The measures on liquidation of an accident rate of...
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V. I. Borshchov,M. K. Zhurbenko,A. P. Triakin
Pág. 34 - 36
The work is devoted to experimental determination of the values of cross forces in the rails of track of sectional structures type 690/7K at movement of trains on these structures.
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V. I. Borshchov,M. K. Zhurbenko,B. D. Sukhorukov
Pág. 103 - 110
The article considers the results of dynamic tests of sectional structures, with 110m rated flight length, manufactured under standard project 690 7 ? .
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V. I. Borshchov,M. K. Zhurbenko,O. S. Raspopov,B. D. Sukhorukov
Pág. 53 - 61
The article considers the behaviour of sectional structures, with 110m rated flight length, manufactured under standard projects 690/7K or 690/7?, at movement of trains made up of empty gondola cars on these structures.
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