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contributor authorMartin Lipičnik
date accessioned2017-05-08T21:03:43Z
date available2017-05-08T21:03:43Z
date copyrightNovember 1998
date issued1998
identifier other%28asce%290733-947x%281998%29124%3A6%28546%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/37139
description abstractRoad and railway transition curves have again become the subject of important scientific research and serious traffic engineering analyses because of high driving speeds and demands for automatic drive (i.e., car pilots). This article shows, in an original way, how to define or reconstruct the track of a vehicle when passing the elements of a continuous curve (straight lines, circles) so the track (curve) suits all requirements to which transition curves must be adapted. The praxis whereby a known mathematical curve (e.g., a cubic parabola, lemniscate, or chlotoid) was assumed as a transition curve and its suitability was analyzed has been passed over. On the basis of assumed kinematics models of the motion of a vehicle along joint alignment elements with a changing radius of curvature, the writers have analyzed different transition curves resulting in safe, comfortable, and economic driving. The curve resulting from a parabolic velocity chart of front wheel rotation during such movement which found the most suitable has been named POLUŠA; a geometrical analysis of POLUŠA has been performed and a manual for practical use completed.
publisherAmerican Society of Civil Engineers
titleNew Form of Road/Railway Transition Curve
typeJournal Paper
journal volume124
journal issue6
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)0733-947X(1998)124:6(546)
treeJournal of Transportation Engineering, Part A: Systems:;1998:;Volume ( 124 ):;issue: 006
contenttypeFulltext


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