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

dc.contributor.author	Djumaev Z.F
dc.date.accessioned	2026-01-02T11:52:53Z
dc.date.issued	2022-10-07
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
dc.format	application/pdf
dc.identifier.uri	https://geniusjournals.org/index.php/jad/article/view/2272
dc.identifier.uri	https://asianeducationindex.com/handle/123456789/78317
dc.language.iso	eng
dc.publisher	Genius Journals
dc.relation	https://geniusjournals.org/index.php/jad/article/view/2272/1961
dc.source	Journal of Architectural Design ; Vol. 11 (2022): JAD; 1-7
dc.source	2795-7608
dc.subject	equation
dc.subject	obtained
dc.subject	derived
dc.subject	mode
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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