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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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