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V. Ye. Artemov,A. S. Raspopov
Pág. 160 - 166
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A. S. Raspopov,V. Ye. Artemov
Pág. 163 - 167
In the article are represents theoretical basis of design volume finite elements which can be used at calculation continuous models of bridge systems.
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A. S. Raspopov,S. P. Rusu,V. Ye. Artemov
Pág. 198 - 203
The differential equations of beam motion considering of moving, elastic and dissipative forces are presented on types of oscillations and integrate longitudinal, torsional, bending as well as shearing vibrations. The basic topological structure is figur...
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O. S. Raspopov,S. P. Rusu,V. Ye. Artemov
Pág. 109 - 114
The questions of application of the Euler-Lagrange equations to the decision of forced vibration problem of system «bridge?train» are considered. The account of dynamic features of moving loading and bridge span beams are made.
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