New Transition Curve Joining Two Straight Lines-Reference-Cited by-同舟云学术

New Transition Curve Joining Two Straight Lines

Published:1997-09 Issue:5 Volume:123 Page:337-345
ISSN:0733-947X
Container-title:Journal of Transportation Engineering
language:en
Short-container-title:J. Transp. Eng.

Author:

Baykal Orhan¹,Tari Ergin²,Çoşkun Zeki³,Şahin Muhammed⁴

Affiliation:

1. Prof. Dr., Istanbul Tech. Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.

2. Res. Assoc., Istanbul Tech. Univ. Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.

3. Res. Assoc., Istanbul Tech. Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.

4. Dr., Istanbul Technical Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul, Turkey.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Transportation,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-947X%281997%29123%3A5%28337%29

Reference17 articles.

1. Concept of Lateral Change of Acceleration

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. Evaluation of transition curve design parameters using an analytical vehicle model.;Good M. C.;Australian Road Res.,1977

5. Hickerson T. F. (1953). Route location and surveying . McGraw-Hill Inc. New York N.Y.

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