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dc.contributor.authorZubritskiy, M.en
dc.contributor.authorUshakov, O.en
dc.contributor.authorSabitov, L.en
dc.contributor.authorNabiullina, K.en
dc.date.accessioned2021-08-31T15:05:52Z-
dc.date.available2021-08-31T15:05:52Z-
dc.date.issued2021-
dc.identifier.citationSeismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static method / M. Zubritskiy, O. Ushakov, L. Sabitov, et al. — DOI 10.1051/e3sconf/202126303011 // E3S Web of Conferences. — 2021. — Vol. 263. — 03011.en
dc.identifier.issn25550403-
dc.identifier.otherFinal2
dc.identifier.otherAll Open Access, Gold3
dc.identifier.otherhttps://www.scopus.com/inward/record.uri?eid=2-s2.0-85107222772&doi=10.1051%2fe3sconf%2f202126303011&partnerID=40&md5=5f82e2252bf1370ed98e56df3555ab89
dc.identifier.otherhttps://www.e3s-conferences.org/articles/e3sconf/pdf/2021/39/e3sconf_form2021_03011.pdfm
dc.identifier.urihttp://elar.urfu.ru/handle/10995/102877-
dc.description.abstractThe article proposes a technique for taking into account the higher vibration modes under seismic resistance estimation of multi-story steel frames by nonlinear static method. The characteristic point search has also been improved. As part of the study, the proposed method was verified by time history analysis. Proposed technique allows one to significantly reduce the calculation time, while excluding the deficit of seismic resistance. © The Authors, published by EDP Sciences, 2021.en
dc.format.mimetypeapplication/pdfen
dc.language.isoenen
dc.publisherEDP Sciencesen
dc.rightsinfo:eu-repo/semantics/openAccessen
dc.sourceE3S Web Conf.2
dc.sourceE3S Web of Conferencesen
dc.subjectEARTHQUAKESen
dc.subjectSTEEL CONSTRUCTIONen
dc.subjectSTRUCTURAL FRAMESen
dc.subjectCALCULATION TIMEen
dc.subjectCHARACTERISTIC POINTen
dc.subjectDUCTILITY LEVEL EARTHQUAKESen
dc.subjectNONLINEAR STATIC METHODSen
dc.subjectSEISMIC RESISTANCEen
dc.subjectSTEEL FRAMEen
dc.subjectTIME HISTORY ANALYSISen
dc.subjectVIBRATION MODESen
dc.subjectEARTHQUAKE ENGINEERINGen
dc.titleSeismic resistance estimation of multi-story steel frames under ductility level earthquake impact by nonlinear static methoden
dc.typeConference Paperen
dc.typeinfo:eu-repo/semantics/conferenceObjecten
dc.typeinfo:eu-repo/semantics/publishedVersionen
dc.identifier.doi10.1051/e3sconf/202126303011-
dc.identifier.scopus85107222772-
local.contributor.employeeZubritskiy, M., Kazan State Power Engineering University, Krasnoselskaya str., 51, Kazan, 420066, Russian Federation
local.contributor.employeeUshakov, O., Federal State Autonomous Educational Institution of Higher Education, Ural Federal University Named after the First President of Russia B.N.Yeltsin, 19 Mira street, Ekaterinburg, 620002, Russian Federation
local.contributor.employeeSabitov, L., Kazan State Power Engineering University, Krasnoselskaya str., 51, Kazan, 420066, Russian Federation, Federal State Autonomous Educational Institution of Higher Education, Kazan Federal University, 18 Kremlyovskaya street, Kazan, 420008, Russian Federation
local.contributor.employeeNabiullina, K., Federal State Autonomous Educational Institution of Higher Education, Kazan Federal University, 18 Kremlyovskaya street, Kazan, 420008, Russian Federation
local.volume263-
local.contributor.departmentKazan State Power Engineering University, Krasnoselskaya str., 51, Kazan, 420066, Russian Federation
local.contributor.departmentFederal State Autonomous Educational Institution of Higher Education, Ural Federal University Named after the First President of Russia B.N.Yeltsin, 19 Mira street, Ekaterinburg, 620002, Russian Federation
local.contributor.departmentFederal State Autonomous Educational Institution of Higher Education, Kazan Federal University, 18 Kremlyovskaya street, Kazan, 420008, Russian Federation
local.identifier.pure22112328-
local.identifier.pure582817eb-fc56-4a81-9822-c53101ef0de0uuid
local.description.order03011-
local.identifier.eid2-s2.0-85107222772-
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