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K. Y. Soldatov,A. H. Kriuk
Pág. 161 - 164
The article, based on the example of an existing metal arch bridge in Zaporozhye, considers application of the «resilient models» technique in calculations of oscillations and stability of such structures. The own free vertical oscillations of the arch s...
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O. H. Kriuk,K. I. Soldatov
Pág. 194 - 199
The article provides calculation by the finite elements method of frequencies of own free fluctuations of the metal arch bridge over Staryi Dnepr river in the city of Zaporozhye, and that of the experimental model (an arch with the traffic on top). The c...
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K. I. Soldatov,A. H. Kriuk,V. I. Borshchov,V. I. Madatov,D. K. Zaporozhets
Pág. 204 - 213
The article desribes the method and elists the results of static and dynamic tests of the metal arch bridge over the river Dnepr in the city of Zaporozhye that were executed by the Laboratory of Bridge Dynamics of Dnepropetrovsk Institute of Railway Tran...
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