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Volumn 213, Issue 2, 1999, Pages 117-124

A model for predicting the effect of temperature force of continuous welded rail track

Author keywords

Continuous welded rail; Mode shapes; Vibration

Indexed keywords


EID: 9144223551     PISSN: 09544097     EISSN: None     Source Type: Journal    
DOI: 10.1243/0954409991531074     Document Type: Article
Times cited : (29)

References (12)
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    • 77949896861 scopus 로고
    • Lateral track stability: Theory and practice in Japan
    • St Louis, Missouri, Transportation Research Board, Washington, DC
    • Miurn, S. Lateral track stability: theory and practice in Japan. In Proceedings of Conference on Lateral Track Stability 1991, St Louis, Missouri, 1991, pp. 53-63 (Transportation Research Board, Washington, DC).
    • (1991) Proceedings of Conference on Lateral Track Stability 1991 , pp. 53-63
    • Miurn, S.1
  • 6
    • 0345472516 scopus 로고
    • Dynamic buckling of continuous welded rail track: Theory, test, and safety concepts
    • St Louis, Missouri, Transportation Research Board, Washington, DC
    • Kish, A. and Samavedam, G. Dynamic buckling of continuous welded rail track: theory, test, and safety concepts. In Proceedings of Conference on Lateral Track Stability 1991, St Louis, Missouri, 1991, pp. 23-38 (Transportation Research Board, Washington, DC).
    • (1991) Proceedings of Conference on Lateral Track Stability 1991 , pp. 23-38
    • Kish, A.1    Samavedam, G.2
  • 7
    • 33745982179 scopus 로고
    • Report DOT-TSC-FRA-89-2, Transportation System Centre, Cambridge, Massachusetts
    • Kish, A. Analysis of phase 3 dynamic buckling test. Report DOT-TSC-FRA-89-2, 1990 (Transportation System Centre, Cambridge, Massachusetts).
    • (1990) Analysis of Phase 3 Dynamic Buckling Test
    • Kish, A.1
  • 8
    • 3743081686 scopus 로고    scopus 로고
    • Three dimension nonlinear stability analysis of tangent CWR track under temperature and mechanical loads
    • Bao, Y. and Barenberg, E. J. Three dimension nonlinear stability analysis of tangent CWR track under temperature and mechanical loads. Transpn Res. Rec., 1997, (1584), 31-40.
    • (1997) Transpn Res. Rec. , Issue.1584 , pp. 31-40
    • Bao, Y.1    Barenberg, E.J.2
  • 10
    • 0020141851 scopus 로고
    • The dynamic response of railway track to high frequency vertical excitation
    • Grassie S., Gregory, L. R. W., et al. The dynamic response of railway track to high frequency vertical excitation. J. Mech. Engng Sci., 1982, 24, 77-90.
    • (1982) J. Mech. Engng Sci. , vol.24 , pp. 77-90
    • Grassie, S.1    Gregory, L.R.W.2
  • 11
    • 0028713547 scopus 로고
    • A finite element model of railway track and its application to the wheel flat problem
    • Proc. Instn Mech. Engrs, Part F
    • Dong, R. G., Sankar, S. and Dukkipati, R. V. A finite element model of railway track and its application to the wheel flat problem. Proc. Instn Mech. Engrs, Part F, Journal of Rail and Rapid Transit, 1994, 208(F1), 61-72.
    • (1994) Journal of Rail and Rapid Transit , vol.208 , Issue.F1 , pp. 61-72
    • Dong, R.G.1    Sankar, S.2    Dukkipati, R.V.3
  • 12
    • 33746001719 scopus 로고
    • Rail longitudinal force measurement evaluation studies, using the track loading vehicle
    • Kish, A., Kalay, S. and Hazell, A. Rail longitudinal force measurement evaluation studies, using the track loading vehicle. AREA Bull., 1993, 741(10), 64-85.
    • (1993) AREA Bull. , vol.741 , Issue.10 , pp. 64-85
    • Kish, A.1    Kalay, S.2    Hazell, A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.