This article develops mathematical models for the deformation of structural elements such as rods under spatially dynamic loading. The resulting vibration equations are described by systems of second-order partial differential equations with natural boundary and initial conditions.
| Mualliflar | Isomiddinov, Anvarjon |
|---|---|
| Jurnal | Наманган муҳандисликтехнология институти илмийтехника журнали |
| Nashr sanasi | 2025-12-30 |
| Jild | 10 |
| Son | 4 |
| Betlar | 200-208 |
| Til | Ingliz |
| DOI | 10.61151/stjniet.v10i4.937 |
DOI: 10.61151/stjniet.v10i4.937 · Maqolaning asl sahifasi
displacement, deformation, variational principle, variations in kinetic and potential energies, variation in the work of an external force, mathematical model, boundary value problem, system of partial differential equations, boundary and initial conditions
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