Пожалуйста, используйте этот идентификатор, чтобы цитировать или ссылаться на этот ресурс: http://elar.urfu.ru/handle/10995/75401
Полная запись метаданных
Поле DCЗначениеЯзык
dc.contributor.authorSekacheva, A. A.en
dc.contributor.authorPastukhova, L. G.en
dc.contributor.authorAlekhin, V. N.en
dc.contributor.authorNoskov, A. S.en
dc.date.accessioned2024-03-21T08:51:04Z-
dc.date.available2024-03-21T08:51:04Z-
dc.date.issued2019-
dc.identifier.citationNatural frequencies of a vertical pipeline element / A. A. Sekacheva, L. G. Pastukhova, V. N. Alekhin et al. // IOP Conference Series: Materials Science and Engineering. — 2019. — Vol. 481. — Iss. 1. — 12019.en
dc.identifier.issn1757-8981-
dc.identifier.other67683id
dc.identifier.otherhttp://www.scopus.com/inward/record.url?partnerID=8YFLogxK&scp=85063776537m
dc.identifier.otherhttps://iopscience.iop.org/article/10.1088/1757-899X/481/1/012019/pdfpdf
dc.identifier.other7d6e9a03-364c-4e0c-850f-a5d81cb3fb30pure_uuid
dc.identifier.urihttp://elar.urfu.ru/handle/10995/75401-
dc.description.abstractThis work is devoted to the problem of noise and vibration from the pipeline systems in multi-storey buildings. A method for determining the probability of the occurrence of increased vibrations using modal analysis in the ANSYS Workbench software package is proposed. Numerical analysis of straight sections of the pipeline, each differing in diameter and length, is performed. The results of the numerical analysis of the influence of the length, diameter, and wall thickness of a pipe system element on the change in the frequencies of its natural oscillations are presented with a view to predicting the risk of possible resonance regimes. Pairwise and multiple regression analyses are performed, and regression equations are obtained describing the functional relationship between the first frequency of the natural oscillations and the length, diameter, and wall thickness of the pipeline section. © 2019 Published under licence by IOP Publishing Ltd.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherInstitute of Physics Publishingen
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.rightscc-byother
dc.rightsgoldother
dc.sourceIOP Conference Series: Materials Science and Engineeringen
dc.subjectCRITICAL INFRASTRUCTURESen
dc.subjectMODAL ANALYSISen
dc.subjectNUMERICAL ANALYSISen
dc.subjectPUBLIC WORKSen
dc.subjectREGRESSION ANALYSISen
dc.subjectRISK ASSESSMENTen
dc.subjectSAFETY ENGINEERINGen
dc.subjectVIBRATION ANALYSISen
dc.subjectWALLS (STRUCTURAL PARTITIONS)en
dc.subjectANSYS WORKBENCHESen
dc.subjectFUNCTIONAL RELATIONSHIPen
dc.subjectMULTIPLE REGRESSION ANALYSISen
dc.subjectMULTISTOREY BUILDINGSen
dc.subjectNATURAL OSCILLATIONen
dc.subjectNOISE AND VIBRATIONen
dc.subjectPIPELINE SECTIONSen
dc.subjectREGRESSION EQUATIONen
dc.subjectPIPELINESen
dc.titleNatural frequencies of a vertical pipeline elementen
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.conference.name4th International Conference on Safety Problems of Civil Engineering Critical Infrastructures, Safety 2018en
dc.conference.date4 October 2018 through 5 October 2018-
dc.identifier.doi10.1088/1757-899X/481/1/012019-
dc.identifier.scopus85063776537-
local.affiliationHydraulics Department, Ural Federal University, 19 Mira Street, Yekaterinburg, 620002, Russian Federationen
local.affiliationDepartment of CAD Systems in Civil Engineering, Ural Federal University, 19 Mira Street, Yekaterinburg, 620002, Russian Federationen
local.contributor.employeeСекачева Антонина Андреевнаru
local.contributor.employeeПастухова Лилия Германовнаru
local.contributor.employeeАлехин Владимир Николаевичru
local.contributor.employeeНосков Александр Семеновичru
local.issue1-
local.volume481-
dc.identifier.wos000471072600019-
local.identifier.pure9304997-
local.description.order12019-
local.identifier.eid2-s2.0-85063776537-
local.identifier.wosWOS:000471072600019-
Располагается в коллекциях:Научные публикации ученых УрФУ, проиндексированные в SCOPUS и WoS CC

Файлы этого ресурса:
Файл Описание РазмерФормат 
2-s2.0-85063776537.pdf990,71 kBAdobe PDFПросмотреть/Открыть


Все ресурсы в архиве электронных ресурсов защищены авторским правом, все права сохранены.