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    Investigating Foundation Design and Train Speed on the Dynamic Response of Building Floors to Moving Train Excitation

    Source: Journal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001::page 04025138-1
    Author:
    Mousavi-Rahimi, Mehrad
    ,
    Zakeri, Jabbar-Ali
    ,
    Esmaeili, Morteza
    DOI: 10.1061/JSDCCC.SCENG-1917
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThis study examines the effects of structural and loading characteristics on train-induced vibrations in nearby buildings. A three-dimensional (3D) finite-element (FE) model is developed and validated with experimental data. The results show that ...
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      Investigating Foundation Design and Train Speed on the Dynamic Response of Building Floors to Moving Train Excitation

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4313222
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    contributor authorMousavi-Rahimi, Mehrad
    contributor authorZakeri, Jabbar-Ali
    contributor authorEsmaeili, Morteza
    date accessioned2026-08-20T12:12:14Z
    date available2026-08-20T12:12:14Z
    date copyright2025/10/10
    date issued2026
    identifier otherJSDCCC.SCENG-1917.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4313222
    description abstractAbstractThis study examines the effects of structural and loading characteristics on train-induced vibrations in nearby buildings. A three-dimensional (3D) finite-element (FE) model is developed and validated with experimental data. The results show that ...
    publisherAmerican Society of Civil Engineers
    titleInvestigating Foundation Design and Train Speed on the Dynamic Response of Building Floors to Moving Train Excitation
    typeJournal Article
    journal volume31
    journal issue1
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1917
    journal fristpage04025138-1
    journal lastpage04025138-11
    page11
    treeJournal of Structural Design and Construction Practice:;2026:;Volume ( 031 ):;issue: 001
    contenttypeFulltext
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