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    Longitudinal Road Profile Spectrum Approximation by Split Straight Lines

    Source: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 002
    Author:
    Peter Múčka
    DOI: 10.1061/(ASCE)TE.1943-5436.0000314
    Publisher: American Society of Civil Engineers
    Abstract: The presented study compares three alternative straight-line approximations of the longitudinal road-profile power spectral density (PSD). The one straight line and two and three split straight-line approximations were analyzed. The minimizing of the root-mean-squared error (RMSE) was used as criteria of goodness of fit for the approximation models. The statistics of the PSD approximation model parameters, i.e., unevenness index, waviness, break angular spatial frequency, and the standard error of the regression for 145 test sections from the long-term pavement performance program (SPS-6) were calculated. The approximations were compared with connected versus unconnected lines. The approximation with two connected lines seems to be a reasonable substitution of a raw spectrum. A mean improvement of approximately 35% compared to the one straight-line approximation was identified.
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      Longitudinal Road Profile Spectrum Approximation by Split Straight Lines

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    contributor authorPeter Múčka
    date accessioned2017-05-08T22:02:00Z
    date available2017-05-08T22:02:00Z
    date copyrightFebruary 2012
    date issued2012
    identifier other%28asce%29te%2E1943-5436%2E0000358.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69321
    description abstractThe presented study compares three alternative straight-line approximations of the longitudinal road-profile power spectral density (PSD). The one straight line and two and three split straight-line approximations were analyzed. The minimizing of the root-mean-squared error (RMSE) was used as criteria of goodness of fit for the approximation models. The statistics of the PSD approximation model parameters, i.e., unevenness index, waviness, break angular spatial frequency, and the standard error of the regression for 145 test sections from the long-term pavement performance program (SPS-6) were calculated. The approximations were compared with connected versus unconnected lines. The approximation with two connected lines seems to be a reasonable substitution of a raw spectrum. A mean improvement of approximately 35% compared to the one straight-line approximation was identified.
    publisherAmerican Society of Civil Engineers
    titleLongitudinal Road Profile Spectrum Approximation by Split Straight Lines
    typeJournal Paper
    journal volume138
    journal issue2
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)TE.1943-5436.0000314
    treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 002
    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