Determination of Dynamic Deflected Mode of Cylindrical Pipe Under the Impact of a Seismic Type

dc.contributor.author	Djumaev Z.F
dc.date.accessioned	2026-01-01T10:46:42Z
dc.date.issued	2022-05-30
dc.description.abstract	The article covers the problem of determination of dynamic deflected mode of a cylindrical pipe under the influence of a seismic wave. The design diagram is shown in Fig. 1. Known from the dynamic theory is solved by the method based on summation theorem. The summation theorem for cylindrical wave functions is derived in the work of elasticity, and the equation of motion in vector form for an isotropic body is obtained in the following form (1).
dc.format	application/pdf
dc.identifier.uri	https://zienjournals.com/index.php/tjet/article/view/1787
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/60573
dc.language.iso	eng
dc.publisher	Zien Journals
dc.relation	https://zienjournals.com/index.php/tjet/article/view/1787/1487
dc.rights	https://creativecommons.org/licenses/by-nc/4.0
dc.source	Texas Journal of Engineering and Technology; Vol. 8 (2022): TJET; 140-145
dc.source	2770-4491
dc.subject	deflected mode
dc.subject	cylindrical pipe
dc.title	Determination of Dynamic Deflected Mode of Cylindrical Pipe Under the Impact of a Seismic Type
dc.type	info:eu-repo/semantics/article
dc.type	info:eu-repo/semantics/publishedVersion
dc.type	Peer-reviewed Article

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