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    Seismic Performance of Reinforced Concrete Filled Steel Tubes in Soil

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    Author
    Aguirre-Realpe, Diego A.
    Kowalsky, Mervyn J.
    Nau, James M.
    Gabr, Mohammed
    Keyword
    bridge design
    concrete filled
    seismic design
    soil stiffness
    Metadata
    Show full item record
    URI
    http://hdl.handle.net/11122/8830
    Abstract
    Reinforced 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.
    Date
    2016-12
    Publisher
    Alaska University Transportation Center
    Type
    Technical Report
    Collections
    AIDC Project Reports

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