New transition curve joining two straight lines

被引:21
作者
Baykal, O
Tari, E
Coskun, Z
Sahin, M
机构
[1] Istanbul Tech. Univ., Facu. of Civ. Engrg., 80626 Maslak, Istanbul
来源
JOURNAL OF TRANSPORTATION ENGINEERING-ASCE | 1997年 / 123卷 / 05期
关键词
D O I
10.1061/(ASCE)0733-947X(1997)123:5(337)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 are 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.
引用
收藏
页码:337 / 345
页数:9
相关论文
共 17 条
  • [1] Concept of lateral change of acceleration
    Baykal, O
    [J]. JOURNAL OF SURVEYING ENGINEERING-ASCE, 1996, 122 (03): : 132 - 141
  • [2] BIRMANN F, 1968, ETR EISENBAHNTECHNIS, P513
  • [3] Esveld C, 1989, Modern Railway Track
  • [4] GOOD MC, 1977, AUSTR ROAD RES, V7, P14
  • [5] HICKERSON TF, 1953, ROUTE LOCATION SURVE
  • [6] JACOBS E, 1987, VERMESSUNG INGENIEUR, V87, P3
  • [7] KAHLER D, 1989, VERMESSUNGSTECHNIK R, V51, P116
  • [8] Kahler D., 1990, VERMESSUNGSTECHNIK R, V52, P10
  • [9] KISSAM P, 1966, HIGHWAY CURVES
  • [10] KLEIN R, 1937, GLEISTECHNIK FAHRBAH, P101