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&nbsp;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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Bibliographic Details
Date:	2026
Main Authors:	KUCHERENKO, O. Ye., BLAZHKO, V. A.
Format:	Article
Published:	текст 3 2026
Online Access:	https://journal-itm.dp.ua/ojs/index.php/ITM_j1/article/view/172
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Journal Title:	Technical Mechanics

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Technical Mechanics

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