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Meriem Ouchenane,Rachid Lassoued
Pág. 235 - 266
The dynamic analysis of bridges simulated as an Euler-Bernoulli beam models with elastical supports subjected to mobile loads are analyzed by conventional methods to obtain a new solution for displacement. Generally, these beams supports can be cha...
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Irina Belyaeva,Nikalay Chekanov,Natalia Chekanova,Igor Kirichenko,Oleg Ptashny,Tetyana Yarkho
Pág. 43 - 52
The Green?s function is widely used in solving boundary value problems for differential equations, to which many mathematical and physical problems are reduced. In particular, solutions of partial differential equations by the Fourier method are reduced ...
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Owe Axelsson; Evgeny Glushkov; Natalya Glushkova
Pág. 153 - 170
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Eshrah, I.A.; Kishk, A.A.
Pág. 1118 - 1123
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V. V. Laguta
Pág. 95 - 99
The numerical method of the decision of the first boundery problem with the nonlinear ordinary differential equation of the second order is offered. The initial problem is reduced to the decision of the two integrated equations with use Green's function....
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Rogier, H.
Pág. 1730 - 1738
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Valero-Nogueira, A.; Herranz-Herruzo, J.I.; Antonino-Daviu, E.; Cabedo-Fabres, M.
Pág. 868 - 873
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Kenneth C. Chou and Gary S. Guthart
Pág. 19 - 48
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