Please use this identifier to cite or link to this item: https://hdl.handle.net/11147/7640
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dc.contributor.authorHızal, Çağlayan-
dc.contributor.authorTuran, Gürsoy-
dc.date.accessioned2020-01-29T07:53:57Z
dc.date.available2020-01-29T07:53:57Z
dc.date.issued2018-10en_US
dc.identifier.citationHızal, Ç., and Turan, G. (2018). Effect of seismic wave velocity on the dynamic response of multi-story structures on elastic foundation. Soil Dynamics and Earthquake Engineering, 113, 432-441. doi:10.1016/j.soildyn.2018.06.017en_US
dc.identifier.issn0267-7261
dc.identifier.issn0267-7261-
dc.identifier.urihttps://doi.org/10.1016/j.soildyn.2018.06.017
dc.identifier.urihttps://hdl.handle.net/11147/7640
dc.description.abstractTraveling wave effects are generally considered with three main cases: (i) Wave passage effect that results with time delay in earthquake motion. (ii) incoherence effect which is defined as loss of coherency in the ground motion due to the reflection and refraction of waves, and (iii) local site effects. For multi-story structures whose supports are close to each other, the incoherence and local site effect may be omitted. In this case, traveling waves result only in a pure time delay in the earthquake motion (wave passage effect). Due to the wave passage effect of vertical and/or horizontal ground motion, the superstructure needs to be analyzed by multi-support excitation. Raft foundations cannot constrain vertical deformations and/or rotations, but they cause a diaphragm effect in the horizontal direction which results in uniform excitation. In this study, the effect of vertical earthquake motions onto multi-story buildings on elastic soil is investigated. Multi support excitation is considered by using displacement loading, which defines the equivalent seismic loads in terms of the ground displacement. According to the performed simulations of the selected structures, it is shown that structural height has a direct influence that results in member force magnifications with slow traveling wave effect. Among these, the ground floor column axial forces are most affected.en_US
dc.language.isoengen_US
dc.publisherElsevier Ltd.en_US
dc.relation.ispartofSoil Dynamics and Earthquake Engineeringen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectDisplacement loadingen_US
dc.subjectStatic correctionen_US
dc.subjectTraveling wave effecten_US
dc.subjectWinkler springsen_US
dc.subjectSoil structure interactionsen_US
dc.titleEffect of seismic wave velocity on the dynamic response of multi-story structures on elastic foundationen_US
dc.typeArticleen_US
dc.authorid0000-0003-4817-0351en_US
dc.institutionauthorHızal, Çağlayan-
dc.institutionauthorTuran, Gürsoy-
dc.departmentİzmir Institute of Technology. Civil Engineeringen_US
dc.identifier.volume113en_US
dc.identifier.startpage432en_US
dc.identifier.endpage441en_US
dc.identifier.wosWOS:000447086000035en_US
dc.identifier.scopus2-s2.0-85049300462en_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.identifier.doi10.1016/j.soildyn.2018.06.017-
dc.relation.doi10.1016/j.soildyn.2018.06.017en_US
dc.coverage.doi10.1016/j.soildyn.2018.06.017en_US
dc.identifier.wosqualityQ2-
dc.identifier.scopusqualityQ1-
item.openairetypeArticle-
item.openairecristypehttp://purl.org/coar/resource_type/c_18cf-
item.fulltextWith Fulltext-
item.languageiso639-1en-
item.cerifentitytypePublications-
item.grantfulltextopen-
crisitem.author.dept03.03. Department of Civil Engineering-
crisitem.author.dept03.03. Department of Civil Engineering-
Appears in Collections:Civil Engineering / İnşaat Mühendisliği
Scopus İndeksli Yayınlar Koleksiyonu / Scopus Indexed Publications Collection
WoS İndeksli Yayınlar Koleksiyonu / WoS Indexed Publications Collection
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