Ship-induced derailment on a railway bridge

Structural Engineering International: Journal of the International Association for Bridge and Structural Engineering (IABSE)

Volumn 6, Issue 2, 1996, Pages 107-112

  Laigaard Jensen, J ^a   Svensson, E ^b   Eiriksson, H J ^b   Ennemark, F ^c  

^a COWI Consult ^*  (Denmark)

^b ES Consult   (Denmark)

^c Øresundskonsortiet ^*  (Denmark)

Author keywords

[No Author keywords available]

Indexed keywords

EID: 2842614832     PISSN: 10168664     EISSN: None     Source Type: Journal    
DOI: 10.2749/101686696780495833     Document Type: Article

References (11)

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2. NADAL, M. J. Théorie de la Stability des Locomotives, Part 2: Movement de Lacet. Anneles de Mines, Vol. 10, 1896.
3. ESVELD, C. Modern Railway Track. Thyssen AG, Duisburg, Germany, 1989.
4. A/S Storebæltsforbindelsen. Technical Note - Consequences to Trains of Accelerations of Bridge Girders Caused by Ship Impact. Doc. No. 19000-R13.00-001, Copenhagen, Denmark, 1992.
5. VEITH, W. Shinkansen - Schnellbahnen in Japan. Lok Magazin, 1991. No. 167.
6. HANN, S. Hochgeschwindigkeitsverkehr in Japan: Verbindungsbrückenbau zwischen Honschu und Shikoku auf der Strecke Kojima-Sakaide. Jahrbuch des Eisenbahnwesens, Folge 39-88, Hestra-Verlag Darmstadt, Germany, 1988.
7. GRAUF, H.-H.; LOTHAR H. Die japanische Eisenbahn - Ein Reise- und Erfahrungsbericht. Deutsche Bundesbahn, Germany, 1990.
8. Finite Element Package. Updated Version August 1993, ALGOR Inc., Pittsburgh, PA, USA.
9. BATHE, K.-J. Finite Element Procedures in Engineering Analysis. Prentice-Hall, Englewood Cliffs, NJ, USA, 1982.
10. OHLSSON, S. Modal Testing of the Thörn Bridge. Proceedings of 1st International Modal Analysis Conference, Los Angeles, CA, USA, 1986.
11. LUSAS Finite Element Analysis, Version 11.0. Surrey, UK, 1993.