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    Temporal aN and aT in Earthquake Ground Motion at a Single Point

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 005
    Author:
    Mai Tong
    ,
    Jincheng Qi
    ,
    George C. Lee
    DOI: 10.1061/(ASCE)0733-9399(2002)128:5(502)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a continued study on three-dimensional temporal characteristics of earthquake ground motions at a single point. Based on an instantaneous tangential and normal acceleration decomposition of ground acceleration trajectory, a ground motion can be partitioned into a finite sequence of staggered time intervals of acceleration and deceleration. A formulation is developed to estimate speed and angular changes over a partitioned interval in terms of rates of positive and negative tangential and normal acceleration. Based on these concepts, general ground motion properties, peak ground acceleration, peak ground velocity, and peak ground displacement are examined. Several Northridge earthquake records are studied in detail. It is found that the highest peak of ground acceleration in these records corresponds to a high peak of deceleration, and a velocity maximum often precedes the peak of acceleration.
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      Temporal aN and aT in Earthquake Ground Motion at a Single Point

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    contributor authorMai Tong
    contributor authorJincheng Qi
    contributor authorGeorge C. Lee
    date accessioned2017-05-08T22:16:47Z
    date available2017-05-08T22:16:47Z
    date copyrightMay 2002
    date issued2002
    identifier other40068994.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/76001
    description abstractThis paper describes a continued study on three-dimensional temporal characteristics of earthquake ground motions at a single point. Based on an instantaneous tangential and normal acceleration decomposition of ground acceleration trajectory, a ground motion can be partitioned into a finite sequence of staggered time intervals of acceleration and deceleration. A formulation is developed to estimate speed and angular changes over a partitioned interval in terms of rates of positive and negative tangential and normal acceleration. Based on these concepts, general ground motion properties, peak ground acceleration, peak ground velocity, and peak ground displacement are examined. Several Northridge earthquake records are studied in detail. It is found that the highest peak of ground acceleration in these records corresponds to a high peak of deceleration, and a velocity maximum often precedes the peak of acceleration.
    publisherAmerican Society of Civil Engineers
    titleTemporal aN and aT in Earthquake Ground Motion at a Single Point
    typeJournal Paper
    journal volume128
    journal issue5
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2002)128:5(502)
    treeJournal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 005
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian