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    Time–Frequency Representation and Spatial Correlation Model for Ground Motions with Different Fault Mechanisms

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004::page 04025080-1
    Author:
    Li, Meiwei
    ,
    Cui, Xizhong
    DOI: 10.1061/AJRUA6.RUENG-1656
    Publisher: American Society of Civil Engineers
    Abstract: AbstractThe different fault mechanisms of earthquakes can lead to distinct time–frequency representations of ground motions. Describing the time–frequency representation of ground motions involves utilizing the time–frequency power spectral density (TFPSD)...
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      Time–Frequency Representation and Spatial Correlation Model for Ground Motions with Different Fault Mechanisms

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    https://yetl.yabesh.ir/yetl1/handle/yetl/4314131
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    • ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering

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    contributor authorLi, Meiwei
    contributor authorCui, Xizhong
    date accessioned2026-08-20T21:13:07Z
    date available2026-08-20T21:13:07Z
    date copyright2025/08/28
    date issued2025
    identifier otherAJRUA6.RUENG-1656.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4314131
    description abstractAbstractThe different fault mechanisms of earthquakes can lead to distinct time–frequency representations of ground motions. Describing the time–frequency representation of ground motions involves utilizing the time–frequency power spectral density (TFPSD)...
    publisherAmerican Society of Civil Engineers
    titleTime–Frequency Representation and Spatial Correlation Model for Ground Motions with Different Fault Mechanisms
    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-1656
    journal fristpage04025080-1
    journal lastpage04025080-15
    page15
    treeASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2025:;Volume ( 011 ):;issue: 004
    contenttypeFulltext
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