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    Selection of Near-Fault Pulse Motions

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 007
    Author:
    Connor P.
    ,
    Hayden
    ,
    Jonathan D.
    ,
    Bray
    ,
    Norman A.
    ,
    Abrahamson
    DOI: 10.1061/(ASCE)GT.1943-5606.0001129
    Publisher: American Society of Civil Engineers
    Abstract: Earthquake ground motions in the near-fault region frequently have intense, double-sided pulses in the velocity-time series that can be very damaging to structures. Many of these velocity pulses are attributed to the effects of forward directivity, which occurs when a fault ruptures toward a site. However, pulses are not always observed in the forward directivity region, and some pulses cannot be explained by forward directivity. The relative contribution of pulse-type motions to the overall seismic hazard should be considered when selecting records in a suite of design ground motions for a site in the near-fault region. This study uses a new scheme to classify records from an enhanced database of records from shallow crustal earthquakes that have the closest site-to-source distances less than 30 km with moment magnitudes greater than 6.0 as either pulse or nonpulse motions. The resulting database of 673 records from 52 earthquakes contains 141 pulses, including 74 explained well by forward directivity. Logistic regression is used to develop a simple model to estimate the proportion of pulse motions as a function of closest site-to-source distance and epsilon of the seismic hazard. The resulting relationship can be used to estimate the number of pulse-type motions that should be included within a suite of ground motions to represent the proper contribution of pulse motions to the seismic hazard. Guidance is also provided for selecting pulse records.
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      Selection of Near-Fault Pulse Motions

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    contributor authorConnor P.
    contributor authorHayden
    contributor authorJonathan D.
    contributor authorBray
    contributor authorNorman A.
    contributor authorAbrahamson
    date accessioned2017-05-08T22:05:44Z
    date available2017-05-08T22:05:44Z
    date copyrightJuly 2014
    date issued2014
    identifier other23445302.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71201
    description abstractEarthquake ground motions in the near-fault region frequently have intense, double-sided pulses in the velocity-time series that can be very damaging to structures. Many of these velocity pulses are attributed to the effects of forward directivity, which occurs when a fault ruptures toward a site. However, pulses are not always observed in the forward directivity region, and some pulses cannot be explained by forward directivity. The relative contribution of pulse-type motions to the overall seismic hazard should be considered when selecting records in a suite of design ground motions for a site in the near-fault region. This study uses a new scheme to classify records from an enhanced database of records from shallow crustal earthquakes that have the closest site-to-source distances less than 30 km with moment magnitudes greater than 6.0 as either pulse or nonpulse motions. The resulting database of 673 records from 52 earthquakes contains 141 pulses, including 74 explained well by forward directivity. Logistic regression is used to develop a simple model to estimate the proportion of pulse motions as a function of closest site-to-source distance and epsilon of the seismic hazard. The resulting relationship can be used to estimate the number of pulse-type motions that should be included within a suite of ground motions to represent the proper contribution of pulse motions to the seismic hazard. Guidance is also provided for selecting pulse records.
    publisherAmerican Society of Civil Engineers
    titleSelection of Near-Fault Pulse Motions
    typeJournal Paper
    journal volume140
    journal issue7
    journal titleJournal of Geotechnical and Geoenvironmental Engineering
    identifier doi10.1061/(ASCE)GT.1943-5606.0001129
    treeJournal of Geotechnical and Geoenvironmental Engineering:;2014:;Volume ( 140 ):;issue: 007
    contenttypeFulltext
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