Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation

dc.contributor.author Hızal, Çağlayan
dc.contributor.author Çatal, Hikmet Hüseyin
dc.coverage.doi 10.18400/tekderg.408772
dc.date.accessioned 2020-07-25T22:17:43Z
dc.date.available 2020-07-25T22:17:43Z
dc.date.issued 2019
dc.description.abstract This study investigates the effects of rotary inertia and higher modes on the dynamic response of the axially loaded Timoshenko beams on two-parameter foundation with generalized elastic end conditions. A simplified modal analysis procedure is presented by using the conventional separation of variables method. The effect of rotary inertia on the solution of free vibration differential equation is discussed. A numerical example is presented to investigate the coupled effect of rotary inertia and higher modes on the bending moment and shear force responses. en_US
dc.identifier.doi 10.18400/tekderg.408772 en_US
dc.identifier.doi 10.18400/tekderg.408772
dc.identifier.issn 1300-3453
dc.identifier.issn 0300-2721
dc.identifier.scopus 2-s2.0-85084635938
dc.identifier.uri https://doi.org/10.18400/tekderg.408772
dc.identifier.uri https://hdl.handle.net/11147/9591
dc.identifier.uri https://search.trdizin.gov.tr/yayin/detay/403569
dc.language.iso en en_US
dc.publisher Turkish Chamber of Civil Engineers en_US
dc.relation.ispartof Teknik Dergi en_US
dc.rights info:eu-repo/semantics/openAccess en_US
dc.subject Rotary inertia en_US
dc.subject Higher modes effect en_US
dc.subject Separation of variables method en_US
dc.subject Two parameter-foundation en_US
dc.title Rotary Inertia and Higher Modes Effect on the Dynamic Response of Timoshenko Beams on Two-Parameter Elastic Foundation en_US
dc.type Article en_US
dspace.entity.type Publication
gdc.author.id 0000-0002-9783-6511
gdc.author.id 0000-0002-9783-6511 en_US
gdc.author.institutional Hızal, Çağlayan
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gdc.coar.access open access
gdc.coar.type text::journal::journal article
gdc.collaboration.industrial false
gdc.description.department İzmir Institute of Technology. Civil Engineering en_US
gdc.description.endpage 9308 en_US
gdc.description.issue 4 en_US
gdc.description.publicationcategory Makale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanı en_US
gdc.description.scopusquality N/A
gdc.description.startpage 9289 en_US
gdc.description.volume 30 en_US
gdc.description.wosquality Q4
gdc.identifier.openalex W2908468895
gdc.identifier.trdizinid 403569
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gdc.oaire.keywords Two parameter-foundation
gdc.oaire.keywords Rotary inertia;higher modes effect;separation of variables method;two-parameter foundation
gdc.oaire.keywords Rotary inertia;higher modes effect;separation of variables method;two parameter-foundation
gdc.oaire.keywords Rotary inertia
gdc.oaire.keywords Higher modes effect
gdc.oaire.keywords Separation of variables method
gdc.oaire.keywords İnşaat Mühendisliği
gdc.oaire.keywords Civil Engineering
gdc.oaire.popularity 2.4990505E-9
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gdc.oaire.sciencefields 02 engineering and technology
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