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    Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005::page 04026080-1
    Author:
    Bahuguna, Ashish
    ,
    Sundararajan, Jatheesan
    ,
    Ravichandran, Nadarajah
    DOI: 10.1061/IJGNAI.GMENG-12898
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Most of the current seismic design specifications are based on traditional fixed-based or simplified soil–structure interaction (SSI) approaches, which often fail to estimate the accurate response of foundation systems during seismic events, ...
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      Nonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314047
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    contributor authorBahuguna, Ashish
    contributor authorSundararajan, Jatheesan
    contributor authorRavichandran, Nadarajah
    date accessioned2026-08-20T21:09:46Z
    date available2026-08-20T21:09:46Z
    date copyright2026/03/10
    date issued2026
    identifier otherIJGNAI.GMENG-12898.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314047
    description abstractAbstract Most of the current seismic design specifications are based on traditional fixed-based or simplified soil–structure interaction (SSI) approaches, which often fail to estimate the accurate response of foundation systems during seismic events, ...
    publisherAmerican Society of Civil Engineers
    titleNonlinear Seismic Risk Assessment of Reinforced Concrete Pile Groups in Charleston, South Carolina, Considering Three-Dimensional Soil–Structure Interaction
    typeJournal Article
    journal volume26
    journal issue5
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-12898
    journal fristpage04026080-1
    journal lastpage04026080-21
    page21
    treeInternational Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 005
    contenttypeFulltext
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