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    Effect of Uncertainty in Vs with Inter- and Intralayer Variability and Nonlinear Soil Properties on Equivalent Linear GRA Using a Developed Code in the Frequency Domain

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004::page 04025083-1
    Author:
    Roy, Narayan
    DOI: 10.1061/AJRUA6.RUENG-1640
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe study attempts to assess the effect of uncertainty in shear wave velocity (Vs) and nonlinear dynamic soil properties on equivalent linear ground response analysis (GRA). The Vs uncertainty is considered through the Toro (1995) model for interlayer ...
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      Effect of Uncertainty in Vs with Inter- and Intralayer Variability and Nonlinear Soil Properties on Equivalent Linear GRA Using a Developed Code in the Frequency Domain

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    contributor authorRoy, Narayan
    date accessioned2026-08-20T21:11:25Z
    date available2026-08-20T21:11:25Z
    date copyright2025/09/04
    date issued2025
    identifier otherAJRUA6.RUENG-1640.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314087
    description abstractAbstractThe study attempts to assess the effect of uncertainty in shear wave velocity (Vs) and nonlinear dynamic soil properties on equivalent linear ground response analysis (GRA). The Vs uncertainty is considered through the Toro (1995) model for interlayer ...
    publisherAmerican Society of Civil Engineers
    titleEffect of Uncertainty in Vs with Inter- and Intralayer Variability and Nonlinear Soil Properties on Equivalent Linear GRA Using a Developed Code in the Frequency Domain
    typeJournal Article
    journal volume11
    journal issue4
    journal titleASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering
    identifier doi10.1061/AJRUA6.RUENG-1640
    journal fristpage04025083-1
    journal lastpage04025083-26
    page26
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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