Mustafa Karaşahin

Prof. Dr. Mustafa Karaşahin

Department of Civil Engineering, Antalya Bilim University, Antalya, Turkey (Türkiye)
orcid

Research Focus & Metrics

Academic Career Length

18Years (2009-Present)

(Calculated once Scilit publication data is synced: current year − year of first publication + 1)

Representative Publications

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8 March 2009 in Materials and Structures
Verified
Journal Article
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AYAltan Yılmaz
Altan Yılmaz
Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin

26 July 2012 in Neural Computing and Applications
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Journal Article
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Serdal TerziSerdal Terzi
Serdal Terzi
MSMehmet Saltan
Mehmet Saltan
Ecir Uğur KüçüksilleEcir Uğur Küçüksille
Ecir Uğur Küçüksille
Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin

28 August 2020 in International Journal of Civil Engineering
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Journal Article
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MYMehmet Sinan Yıldırım
Mehmet Sinan Yıldırım
Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin
ÜGÜmit Gökkuş
Ümit Gökkuş

1 September 2018 in Journal of Transportation Engineering, Part A: Systems
Verified
Journal Article
Closed access
UKUfuk Kırbaş
Ufuk Kırbaş
Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin
One of the easiest and most efficient ways to control vehicle speeds is to create undulations perpendicular to the axis of the road. The types of undulations especially used for speed management on urban road networks are called speed control bumps (SCBs) and speed control humps (SCHs) according to their width. In general, the undulation geometry is a very important factor in changing the shock levels to which passing vehicles are exposed, and accordingly, in reducing the vehicle speeds. This study compares SCBs and SCHs with regard to human health risks using the whole-body vibration (WBV) components (VDV, Se , and R ) to which vehicle drivers are exposed while passing over the undulations. Because SCBs and SCHs are usually preferred for use in urban road networks, experimental vibration measurements are conducted at 20, 30, 40, and 50  km/h vehicle speeds. In order to demonstrate the effects of different vehicle types, vibration measurements are repeated in the same driver and undulation geometries with sedan, hatchback, and station wagon vehicles for each measurement speed. The evaluations use standard evaluation methods which are frequently preferred in the world in WBV analysis. Using these methods, vehicle type and vehicle speed effects are reciprocally evaluated considering SCB and SCH geometries with equal heights. Use of the SCHs appears to be more suitable for human health in traffic speed management.

7 July 2012 in Neural Computing and Applications
Verified
Journal Article
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Serdal TerziSerdal Terzi
Serdal Terzi
Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin
SGSüleyman Gökova
Süleyman Gökova
MTMustafa Tahta
Mustafa Tahta
NMNihat MOROVA
Nihat MOROVA
IUIsmail Uzun
Ismail Uzun

1 January 2019 in Thermal Science
Verified
Journal Article
Open access
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Mustafa KaraşahinMustafa Karaşahin
Mustafa Karaşahin
The base and subbase layers of a pavement are compacted to the desired density by rollers. This cause the anisotropy in other words the layer more stiffer in the vertical direction than the horizontal direction. In the study inherent and stress induced anisotropy were measured by using the repeated load triaxial test equipment which is able to cycle both confining and axial pressure. The test results were then modelled using the stepwise regression. A new cross anisotropic model was proposed to predict the unbound stress-strain behavior. The proposed model is able to predict the axial strain more accurately than the radial strain.