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O. L. Zakora,H. O. Lynnyk,V. V. Marochka
Pág. 88 - 92
The results of experimental studies of wall girders under live load are given in the paper. These studies were conducted in several stages with different types of the bridge floor.
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O. L. Zakora,S. V. Kliuchnyk,V. V. Marochka
Pág. 131 - 133
Variations of stresses in cross-sections of a launching girder and a span at all stages of its longitudinal shifting are investigated in the paper.
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V. V. Marochka,O. P. Verovka
Pág. 204 - 208
There is a problem of simplified of computational models, which are used at calculation and designing of metal superstructures as a frame. Sometime it leads to the considerable errors in calculations. In this work researches of dimensioned behavior of a ...
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V. V. Marochka
Pág. 136 - 138
Often is collided at designing and operation of bridges of gapped systems with excessive oscillations of superstructures under a temporary load. On the other hand, there are some number of extinguishers constructions, which can be reduced to abutment dam...
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V. V. Marochka
Pág. 134 - 136
There are many methods of damping the oscillations in bridge girders with the use of hydraulic dampers. The offered paper is devoted to more careful calculation of the dampers themselves, in particular ? their basic working characteristics. Recommendatio...
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