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Analysis of dynamic loads on lightweight footbridge caused by lorry passing underneath

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
This paper describes influence of cargo lorry traveling at high speed under a lightweight footbridge on the structure vibrations. The unsteady CFD simulations were performed to obtain aerodynamic load functions on the footbridge. These loads were introduced to nonlinear structural dynamics transient calculation to obtain footbridge response. The influence of aerodynamic forces was evaluated in terms of pedestrian comfort and safety. Parametric study of the influence of vehicle speed, structure clearance, cabin deflectors and distance between lorries grouped in convoy is also presented.
Słowa kluczowe
Rocznik
Strony
33--43
Opis fizyczny
Bibliogr. 21 poz., 27 rys., 1 tab.
Twórcy
autor
autor
  • Faculty af Civil and Environmental Engineering, Gdańsk University of Technology, 11/12 Narutowicza Slo, 80-952 Gdańsk, Poland, aerojp@o2.pl
Bibliografia
  • [1] Decree of Ministry of Transportation and Maritime Economy from 30.05.2000 about Technical Properties of Road Engineering Objects and Their Localization.
  • [2] H. Bachmann, "Lively footbridges - a real challenge", Footbridge 2002 Conference, Paris, 2002.
  • [3] PN-88/B-02171, Assesment of Vibrations Influence on People in Buildings.
  • [4] R.W. Clough and J. Penzien, Dynamics of Structures, McGrawHill, 1993.
  • [5] C. Branicki and M. Wizmur, Matrix Methods in Mechanics and Dynamics of Structures, Publishing House of Gdańsk University of Technology, 1980, (in Polish).
  • [6] BS 5400 Part 2, British Standards Institution.
  • [7] ISO 2631/2, Evaluation of Human Exposure to Who le-Body Vibration, International Standard Organization, 1989.
  • [8] VDI guideline No.2057, Effect of Mechanical Vibrations on Human Beings, VDI Verlag GmbH, Dusseldorf, 1987.
  • [9] A. Flaga and M. Pańtak, "Comfort criteria in designing footbridge for pedestrians", Engineering and Construction 5, (2004).
  • [10] H. Bachmann and W. Amman, "Vibrations in structures induced by man and machine", IABSE Proceedings, 1-176 (1987).
  • [11] Y. Matsumoto, T. Nishioaka, H. Shiojiri, and K. Matsuzaki, "Dynamic design of footbridges", IABSE Proceedings P-17 (78), (1978).
  • [12] G. P. Tilly, D. W. Callington, and R. Eyre, "Dynamic behaviour of footbridges", IABSE Surveys S-26 (84), (1984).
  • [13] J.E. Wheeler, "Prediction and control of pedestrian induced vibration in footbridge", J. Struct. Div. ASCE l, 108 109 (1982).
  • [14] ENV 1995-2:1997 Eurocode 5 part 2, Design of Timber Structures - Bridges.
  • [15] D.R. Leonhardt, Human Tolerance Levels for Bridge Vibrations, 1966.
  • [16] "Firth, new materials for modem footbridges", Footbridge 2002 Conference, Paris, 2002.
  • [17] C.-H. Shin, and W.-G. Park, "Numerical study of flow characteristics of the high-speed train entering into tunnel", Mechanics Research Communications 2002.
  • [18] K. Fujii and T. Ogawa, "Aerodynamic of high speed trains passing by each other", Computers and Fluids 24 (8), (1995).
  • [19] Decree of Ministry of Transportation And Maritime Economy from 02.03.1999 about Public Roads and Their Localization.
  • [20] SOFiSTiK FEM Software Manuals, www.sofistik.com
  • [21] FLUENT6.0 Reference Manual, www.fluent.com
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPG5-0012-0072
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