1 |
H. Baluch (1983) Optimation of transition length increase, Rail international, 13(10), pp 13-20.
|
2 |
Bjorn Kufver (1997) Optimization of single horizontal curves in railway alignments, VTI report 424A
|
3 |
J.H. Um, E.K. Kim, S.C. Yang (2009) A study on determination method of radius and transition curve length for optimum design in curve, Journal of the Korean Society for Railway, 12(2), pp 199-204.
|
4 |
J.H. Um, S.C. Yang, E.K. Kim, I.Y. Choi, et.al(2010) A study on evaluation method of ride comfort considering superimposition of vertical and horizontal curve, Journal of the Korean Society for Railway, 13(3), pp 309-316.
|
5 |
J.H. Um, M.C. Kim, I.W. Lee, B.C. Goo (2012) An analytical study on running safety and ride comfort in case of superimposition of vertical and transition curves, Journal of the Korean Society for Railway, 15(2), pp 172-178.
DOI
ScienceOn
|
6 |
BS EN12299 (2009) Railway applications -Ride comfort for passengers- Measurement and evaluation, EN.
|
7 |
FACT Deliverable D3(2004), Tracks for tilting trains, FACT Deliverable.
|
8 |
Ministry of Land, Infrastructure and Transport(2013) Railway construction standard(in Korea).
|