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dc.contributor.authorAguirre-Realpe, Diego A.
dc.contributor.authorKowalsky, Mervyn J.
dc.contributor.authorNau, James M.
dc.contributor.authorGabr, Mohammed
dc.date.accessioned2018-07-19T22:10:49Z
dc.date.available2018-07-19T22:10:49Z
dc.date.issued2016-12
dc.identifier.urihttp://hdl.handle.net/11122/8830
dc.description.abstractReinforced concrete filled steel tube pile-columns are structural elements commonly used in bridge supports in high seismic regions because RCFSTs provide increased levels of strength, ductility, and energy dissipation as compared with traditional systems such as reinforced concrete (RC) or steel substructures. This study includes experimental and analytical studies that considered three main parameters: the diameter-to-thickness (D/t) ratio, the above-ground length (La), and the soil stiffness.en_US
dc.description.sponsorshipAlaska Department of Transportation and Public Facilitiesen_US
dc.language.isoen_USen_US
dc.publisherAlaska University Transportation Centeren_US
dc.subjectbridge designen_US
dc.subjectconcrete filleden_US
dc.subjectseismic designen_US
dc.subjectsoil stiffnessen_US
dc.titleSeismic Performance of Reinforced Concrete Filled Steel Tubes in Soilen_US
dc.typeTechnical Reporten_US
refterms.dateFOA2020-01-25T02:17:25Z


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