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    New Transition Curve Joining Two Straight Lines

    Source: Journal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 005
    Author:
    Orhan Baykal
    ,
    Ergin Tari
    ,
    Zeki Çoşkun
    ,
    Muhammed Şahin
    DOI: 10.1061/(ASCE)0733-947X(1997)123:5(337)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a new transition curve to be used in the design of the horizontal geometry of routes has been examined. This curve joins two straight lines with a single element. It is an alternative curve to the well-known classical transition curve, which is formed by spiral curve–circular arc spiral curve. In order to compare the suggested transition curve with the classical transition curve in terms of the vehicle-road dynamics, the curvature and superelevation functions of both curves are derived, and funcions of the lateral change of acceleration of both curves are obtained and illustrated graphically for the seven selected motion models. The comparisons that take into account the discontinuities in the form of jumps in the graphics of the lateral change of acceleration have shown that the new transition curve is superior to the classical transition curve for all seven motion models.
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      New Transition Curve Joining Two Straight Lines

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    http://yetl.yabesh.ir/yetl1/handle/yetl/37030
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    contributor authorOrhan Baykal
    contributor authorErgin Tari
    contributor authorZeki Çoşkun
    contributor authorMuhammed Şahin
    date accessioned2017-05-08T21:03:31Z
    date available2017-05-08T21:03:31Z
    date copyrightSeptember 1997
    date issued1997
    identifier other%28asce%290733-947x%281997%29123%3A5%28337%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37030
    description abstractIn this paper, a new transition curve to be used in the design of the horizontal geometry of routes has been examined. This curve joins two straight lines with a single element. It is an alternative curve to the well-known classical transition curve, which is formed by spiral curve–circular arc spiral curve. In order to compare the suggested transition curve with the classical transition curve in terms of the vehicle-road dynamics, the curvature and superelevation functions of both curves are derived, and funcions of the lateral change of acceleration of both curves are obtained and illustrated graphically for the seven selected motion models. The comparisons that take into account the discontinuities in the form of jumps in the graphics of the lateral change of acceleration have shown that the new transition curve is superior to the classical transition curve for all seven motion models.
    publisherAmerican Society of Civil Engineers
    titleNew Transition Curve Joining Two Straight Lines
    typeJournal Paper
    journal volume123
    journal issue5
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/(ASCE)0733-947X(1997)123:5(337)
    treeJournal of Transportation Engineering, Part A: Systems:;1997:;Volume ( 123 ):;issue: 005
    contenttypeFulltext
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