Vertical accelerations of bridges - A new limit state

Computational Engineering

Volumn 4, Issue , 2003, Pages 299-308

  Fryba L ^a  

^a INSTITUTE OF THEORETICAL AND APPLIED MECHANICS   (Czech Republic)

Author keywords

[No Author keywords available]

Indexed keywords

ACCELERATION MEASUREMENT; BENDING MOMENTS; DAMPING; DEFLECTION (STRUCTURES); DERAILMENTS; FOURIER TRANSFORMS; LOCOMOTIVE CRANES; MATHEMATICAL MODELS; PARAMETER ESTIMATION;

DAMPERS; HIGH SPEED TRAINS; RAILWAY BRIDGES; VERTICAL ACCELERATION;

STEEL BRIDGES;

EID: 4544379646     PISSN: 14667266     EISSN: None     Source Type: Book Series    
DOI: None     Document Type: Conference Paper

References (8)

1. Frýba, L., & Náprstek, J., Appearance of resonance vibration on railway bridges. Advances in Civil and Structural Engineering Computing for Practice, ed. B.H.V. Topping, Civil-Comp Press : Edinburgh, pp. 377-382, 1998.
2. Frýba, L.: A rough assessment of railway bridges for high speed trains. Engineering Structures, 23 (5), pp. 548-556, 2001.
3. Frýba, L., Fischer, C., Pospíšil, S., Dynamic effects of high speed trains on bridges. Structural Dynamics - EURODYN 2002, eds H. Grundmann, G.I. Schuëller, Balkema : Lisse, Vol. 2, pp. 1071-1076, 2002.
4. Frýba, L., Intensive vibration of bridges due to high speed trains. Computers in Railways VIII, ed. J. Allan, R.J. Hill, C.A. Brebbia, G. Sciutto, S. Sone, WIT Press : Southampton, Boston, pp. 595-604, 2002.
5. Frýba, L., Vibration of Solids and Structures Under Moving Loads. 3-rd edition, Thomas Telford : London, 1999.
6. Frýba, L., Dynamics of Railway Bridges. 2-nd edition, Thomas Telford : London, 1996.
7. ERRI D 214, Rail bridges for speeds higher than 200 km/h. Research report of the European Rail Research Institute (ERRI) : Utrecht, 1999.
8. Rücker, W.F. et al., Investigation of ballast behaviour on bridges due to high acceleration on a test rig. Final report, Bundesanstalt für Materialforschung und -prüfung (BAM) : Berlin, 1998.