Longitudinal Road Profile Spectrum Approximation by Split Straight LinesSource: Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 002Author:Peter Múčka
DOI: 10.1061/(ASCE)TE.1943-5436.0000314Publisher: 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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contributor author | Peter Múčka | |
date accessioned | 2017-05-08T22:02:00Z | |
date available | 2017-05-08T22:02:00Z | |
date copyright | February 2012 | |
date issued | 2012 | |
identifier other | %28asce%29te%2E1943-5436%2E0000358.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/69321 | |
description 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. | |
publisher | American Society of Civil Engineers | |
title | Longitudinal Road Profile Spectrum Approximation by Split Straight Lines | |
type | Journal Paper | |
journal volume | 138 | |
journal issue | 2 | |
journal title | Journal of Transportation Engineering, Part A: Systems | |
identifier doi | 10.1061/(ASCE)TE.1943-5436.0000314 | |
tree | Journal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 002 | |
contenttype | Fulltext |