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    •   صفحهٔ اصلی
    • نشریات انگلیسی
    • Journal of Soft Computing in Civil Engineering
    • Volume 4, Issue 3
    • مشاهده مورد
    •   صفحهٔ اصلی
    • نشریات انگلیسی
    • Journal of Soft Computing in Civil Engineering
    • Volume 4, Issue 3
    • مشاهده مورد
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    Correlation of ground motion duration with its intensity metrics: A simulation based approach

    (ندگان)پدیدآور
    Harati, MojtabaMashayekhi, MohammadrezaE. Estekanchi, Homayoon
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    نوع مدرک
    Text
    Invited Article
    زبان مدرک
    English
    نمایش کامل رکورد
    چکیده
    There are different kinds of intensity measures to characterize the main properties of the earthquake records. This paper proposes a simulation-based approach to compute correlation coefficients of motion duration and intensity measures of the earthquake ground motions. This method is used to investigate the influence of the ground motion data set selection in resulting duration-intensity correlation coefficients. The simulation procedure is used to tackle the problem of inadequate available ground motions with specific parameters. Correlation coefficients are investigated in three different cases. In case one, simulated ground motions differ in terms of earthquake source parameters, site characteristics, and site-to-source distances. In case two, ground motions are simulated in a specific site from probable earthquake events. In case 3, ground motions are simulated from a specific event in different sites. The first case doesn't show a significant correlation, while the second and the third case demonstrate significant positive and negative correlations, respectively.
    کلید واژگان
    Earthquake Ground Motion
    Intensity Measure
    strong ground motion duration
    statistical correlation procedure
    Proposed Soft Computing Algorithms

    شماره نشریه
    3
    تاریخ نشر
    2020-07-01
    1399-04-11
    ناشر
    Pouyan Press
    سازمان پدید آورنده
    Department of Civil Engineering, University of Science and Culture, Rasht, Iran.
    Department of Civil Engineering, Sharif University of Technology, Tehran, Iran
    Department of Civil Engineering, Sharif University of Technology, Tehran, Iran

    شاپا
    2588-2872
    URI
    https://dx.doi.org/10.22115/scce.2020.227576.1207
    http://www.jsoftcivil.com/article_107854.html
    https://iranjournals.nlai.ir/handle/123456789/44925

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