Publication:
The Adverse Effects of Depression-Type Distress on Driving in Asphalt Pavements

dc.authorscopusid36006460400
dc.contributor.authorKirbas, Ufuk
dc.contributor.authorIDKirbaş, Ufuk/0000-0002-2389-425X
dc.date.accessioned2025-12-11T01:04:24Z
dc.date.issued2022
dc.departmentOndokuz Mayıs Üniversitesien_US
dc.department-temp[Kirbas, Ufuk] Ondokuz Mayis Univ, Dept Civil Engn, TR-55200 Samsun, Turkeyen_US
dc.descriptionKirbaş, Ufuk/0000-0002-2389-425Xen_US
dc.description.abstractDepressions are a type of distress that cause whole-body vibration (WBV) on people traveling in vehicles, adversely affecting traffic safety, especially at high driving speeds. The study investigated the WBV levels of people traveling in the vehicle during the passage of passenger cars over depressions at the depths defined in the standard. In this context, vibration measurements were made in the vehicle at various driving speeds on some road sections with a known vertical profile with a passenger car. The road sections have been selected with a speed control hump in the middle of the section to consider extreme changes while riding. Vehicle responses were digitized by calibrating a half-vehicle dynamic model with the help of profile data of known geometry and vibration data. WBV values occurring in the seats of vehicles caused by depression type distress in nine different sizes, three different depths defined in low (L), medium (M), and high (H) severity levels and three different widths at each depth, were dynamically simulated. The evaluations were repeated for road profiles expressing A and B classes according to ISO 8608. In the simulation, vibration values were produced by changing ten units to see the change in vibration parameters in the range of vehicle speeds between 10 and 100 km/h, and the effects of driving speed on WBV were also taken into account. Vibration data were analyzed using vertical weighted root-mean-square acceleration (a(w)), vibration dose value (VDV), and equivalent static compressive stress (S-e) parameters defined in the ISO 2631 standard. The analysis shows that with the increase in driving speed, the discomfort increased by 16% in depressions of 0.5 m width, 26% in depressions of 1 m width, and 79% in depressions of 3 m width. (C) 2022 American Society of Civil Engineers.en_US
dc.description.sponsorshipOndokuz Mayis Universityen_US
dc.description.sponsorshipThe author acknowledges the support given by Ondokuz Mayis University.en_US
dc.description.woscitationindexScience Citation Index Expanded
dc.identifier.doi10.1061/JPEODX.0000409
dc.identifier.issn2573-5438
dc.identifier.issue4en_US
dc.identifier.scopus2-s2.0-85138795488
dc.identifier.scopusqualityQ2
dc.identifier.urihttps://doi.org/10.1061/JPEODX.0000409
dc.identifier.urihttps://hdl.handle.net/20.500.12712/41119
dc.identifier.volume148en_US
dc.identifier.wosWOS:000867888000011
dc.identifier.wosqualityQ2
dc.institutionauthorKirbas, Ufuk
dc.language.isoenen_US
dc.publisherASCE-Amer Soc Civil Engineersen_US
dc.relation.ispartofJournal of Transportation Engineering Part B-Pavementsen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.subjectPavement Distressen_US
dc.subjectDepressionen_US
dc.subjectDriving Comforten_US
dc.subjectWhole-Body Vibration (WBV)en_US
dc.subjectHealth Effecten_US
dc.titleThe Adverse Effects of Depression-Type Distress on Driving in Asphalt Pavementsen_US
dc.typeArticleen_US
dspace.entity.typePublication

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