MODAL ANALYSIS OF A HORIZONTAL SHALL STRUCTURE UNDER BLAST LOADING
This article addresses the problem of modal analysis of a horizontal steel tank with a capacity of 50 m³ on concrete saddle supports. The structure is modeled as a cylindrical shell of length 8.15 m, radius 1.4 m, and wall thickness 5 mm. The geometric model of the tank is presented in...
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| Datum: | 2026 |
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| Hauptverfasser: | , |
| Format: | Artikel |
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текст 3
2026
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| Online Zugang: | https://journal-itm.dp.ua/ojs/index.php/ITM_j1/article/view/172 |
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| Назва журналу: | Technical Mechanics |