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Dynamic tests of pony truss railway bridge under normal operation

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The article describes the application of dynamic tests during normal operation in assessing the technical condition of the railway bridge on the Nysa Łużycka River. The investigated structure consists of six steel pony truss spans. Operational modal analysis was used to identify dynamic parameters. The results obtained were applied to verify the numerical model used in the assessment process of technical condition and in determining the current load capacity of the structure created in the 1950s. The experiment conducted allowed us to observe the dynamic response of the pony-truss bridges. The study demonstrated that dynamic tests during normal operation and the use of other available environmental excitations could complement other non-destructive diagnostic methods. This proves that we can obtain useful information about the dynamic properties of a structure without closing the traffic and without the application of the ordinary dynamic test load.
Rocznik
Strony
63--70
Opis fizyczny
Bibliogr. 15 poz.
Twórcy
  • PhD; Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
  • PhD; Faculty of Civil Engineering, The Silesian University of Technology, Akademicka 5, 44-100 Gliwice, Poland
Bibliografia
  • [1] J. Bień. (26-29.05.2009). Railway bridges - damages, failures, collapses, XXIV Scientific and Technical Conference on Construction Failures, Szczecin-Międzyzdroje.
  • [2] Ł. Madej. (May 05, 2023). Ile jest mostów kolejowych w Polsce? https://inzynieria.com/wpis-branzy/wiadomosci/6/51912,ile-jest-mostow-kolejowych-w-polsce (accessed May 28, 2019).
  • [3] A. Andersson and R. Karoumi. (2015). Dynamics of railway bridges, analysis and verification by field tests, MATEC Web Conf., 24, 01001. doi: 10.1051/matec-conf/20152401001.
  • [4] P. Łaziński and S. Pradelok (2016). Load Test of Railway Viaduct Built Using Crosswise Launching Technology. Procedia Eng., 161, 530-537, doi: 10.1016/j.proeng.2016.08.684.
  • [5] Bień, J. Krzyżanowski, P. Rawa, and J. Zwolski, (2004). Dynamic load tests in bridge management. Arch. Civ. Mech. Eng., 4(2), 63-78.
  • [6] M. Salamak (2014). O potrzebie standaryzacji badań odbiorczych obiektów mostowych pod próbnym obciążeniem dynamicznym. Inż. Bud., 70 (7), 376-380.
  • [7] L. Zhang, R. Brincker, and P. Andersen (2005). An Overview of Operational Modal Analysis: Major Development and Issues, in Proceedings of 1st IOMAC, Copenhagen, Denmark.
  • [8] J. Bień, P. Rawa, and J. Zwolski (2006). Monitoring of Dynamic Parameters of Steel Bridges by Vibration Tests, in W: 6th International Symposium on Steel Bridges, Prague, 196-205. Accessed: Feb. 09, 2017. [Online]. Available:
  • https://www.researchgate.net/profile/Jan_Bien/publication/266096539_MONITORING_OF_DYNAMIC_PARAMETERS_OF_STEEL_BRIDGES_BY_VIBRATION_TESTS/links/558bda3608ae407-81c1f1cf6.pdf
  • [9] M. Dudek and K. Wilde (2007). Identyfikacja parametrów dynamicznych mostu zespolonego w warunkach eksploatacyjnych, Inż. Bud., 63(11), 605-608.
  • [10] G. Poprawa, S. Pradelok, M. Salamak, and P. Łaziński (2017). Operational modal analysis in model updating of a truss railway bridge, in Proceedings of 7th IOMAC, Ingolstadt, 64-67.
  • [11] M. Szafrański (2018). Dynamic analysis of the railway bridge span under moving loads, Roads Bridg. - Drogi Mosty, 4, 299-316, doi: 10.7409/rabdim.018.019.
  • [12] I. Gonzales, M. Ülker-Kaustell, and R. Karoumi (Dec. 2013). Seasonal effects on the stiffness properties of a ballasted railway bridge, Eng. Struct., 57, 63-72, doi: 10.1016/j.engstruct.2013.09.010.
  • [13] M. Pańtak, B. Jarek, and K. Marecik (Sep. 2018). Vibration damping in steel footbridges,” IOP Conf. Ser. Mater. Sci. Eng., 419, 012029, doi: 10.1088/1757-899X/419/1/012029.
  • [14] E. Reynders and G. D. Roeck (Apr. 2008). Reference-based combined deterministic-stochastic subspace identification for experimental and operational modal analysis, Mech. Syst. Signal Process., 22(3), 617-637, doi: 10.1016/j.ymssp.2007.09.004.
  • [15] F. Marques, C. Moutinho, F. Magalhaes, E. Caetano, and Â. Cunha (Aug. 2014). Analysis of dynamic and fatigue effects in an old metallic riveted bridge, J. Constr. Steel Res., 99, 85-101 doi: 10.1016/j.jcsr.2014.04.010.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-56e99244-3b32-4b03-ad99-9f387da34e80
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