TECHNICAL PAPERS
Sep 1, 1997

New Transition Curve Joining Two Straight Lines

Publication: Journal of Transportation Engineering
Volume 123, Issue 5

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.

Get full access to this article

View all available purchase options and get full access to this article.

References

1.
Baykal, O.(1996). “On concept of lateral change of acceleration.”J. Surv. Engrg., ASCE, 122(3), 132–141.
2.
Birmann, F. (1968). “Gleisgeometrie und Kunstruktion des Oberbaues von Schnellfahrstrecken.”ETR-Eisenbahntechnische Rundschau, Heft 12, Germany, 513–532.
3.
Esveld, C. (1989). Modern railway track. Graphics Department of Thyssen Stahl A. G., Duisburg, Germany.
4.
Good, M. C.(1977). “Evaluation of transition curve design parameters using an analytical vehicle model.”Australian Road Res., 7(2), 14–27.
5.
Hickerson, T. F. (1953). Route location and surveying. McGraw-Hill Inc., New York, N.Y.
6.
Jacobs, E. (1987). “Die Sinusoide als neuzeitliches Trassierungselement.”Vermessung-Ingenieur, Germany, 87/1, 3–9.
7.
Kahler, D. (1989). Die Stauchklotoide als Übergangsbogen in engen Ausfahrten. Vermessungstechnik und Raumordnung, Germany, 51/2, 116–124.
8.
Kahler, D. (1990). Ein Übergangsbogen für den S-Bahnverkehr mit linearer Überhöhungsrampe. Vermessungstechnik und Raumordnung, Germany, 52/1, 10–18.
9.
Kissam, P. (1966). Highway curves, 4th Ed., John Wiley & Sons, Inc., London, England.
10.
Klein, R. (1937). Beitrag zur Gestalgung der Übergansbögen. Gleistechnik und Fahrbahnbau, Germany, 101.
11.
Kobryn, A. (1991a). “Zur Berechnung von Absteckdaten bei der Anwendung der Blosskurve.”Zeitschrift für Vermessungswesen, Germany, 91/7, 284–288.
12.
Kobryn, A. (1991b). Zur Kurvenüberleitung bei der Ausfahrt von Autobahnen. Vermessungstechnik und Raumordnung, Germany, 53/8, 385– 391.
13.
Kobryn, A. (1993). “Allgemeine mathematische Übergangskurven als Trassierungselement.”Zeitschrift für Vermessungswesen, Germany, 93/5, 227–242.
14.
Meyer, C. F. (1965). Route surveying, 3rd Ed., International Textbook Co., Scranton, Pa.
15.
O'Flaherty, C. A. (1986). “Highways.”Volume 1, Traffic planning and engineering, 3rd Ed., Edward Arnold, London, England.
16.
Schofield, W. (1972). Engineering surveying, Vol. 1. Butterworth's, London, England.
17.
Winterhoff. (1933). “Die Ausbildung von Strassenkrümmungen nach der Lemniskate.”Verkehrstechnik, Germany, Heft 8.

Information & Authors

Information

Published In

Go to Journal of Transportation Engineering
Journal of Transportation Engineering
Volume 123Issue 5September 1997
Pages: 337 - 345

History

Published online: Sep 1, 1997
Published in print: Sep 1997

Permissions

Request permissions for this article.

Authors

Affiliations

Orhan Baykal
Prof. Dr., Istanbul Tech. Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.
Ergin Tari
Res. Assoc., Istanbul Tech. Univ. Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.
Zeki Çoşkun
Res. Assoc., Istanbul Tech. Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.
Muhammed Şahin
Dr., Istanbul Technical Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share