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Dynamic Tests in Bridge Health Monitoring

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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Dynamic tests are one of the most significant diagnostic procedures applied in Bridge Health Monitoring in many countries. The paper presents a proposal of unified classification of the bridge dynamic tests together with review of the testing methods, including tests under designed and controlled loads, arranged short-term tests under normal traffic loads as well as permanent dynamic monitoring by means of built-in gauges mounted on a structure. Classification of bridge dynamic tests is proposed taking into account various types of vibration excitation methods, measured parameters and possible applications of obtained results in the Bridge Health Monitoring. General rules and procedures of bridge dynamic tests are described and discussed.
Wydawca
Rocznik
Strony
291--296
Opis fizyczny
Bibliogr. 25 poz., rys., tab.
Twórcy
autor
  • Department of Civil Engineering, Wroclaw University of Science and Technology, Poland
  • Department of Civil Engineering, Wroclaw University of Science and Technology, Poland
Bibliografia
  • [1] S.W. Doebling, C.R. Farrar, M.B. Prime, D.W. Shevitz, Damage Identification and Health Monitoring of Structural and Mechanical Systems from Changes in Their Vibration Characteristics, A Literature Review, Los Alamos National Laboratory, LA–13070–MS, 1996.
  • [2] J. Bień, J. Krzyżanowski, P. Rawa, J. Zwolski, “Dynamic Load Tests in Bridge Management”, Archives of Civil and Mechanical Engineering, vol. 4, no. 2, pp. 63–78, 2004.
  • [3] Structural Health Monitoring of Civil Infrastructure Systems (Eds: Karbhari V.M., Ansari F.), CRC Press, 2009.
  • [4] H. Wenzel, Health Monitoring of Bridges, J. Wiley & Sons Ltd., 2009.
  • [5] V.M. Karbhari, F. Ansari, Structural Health Monitoring of Civil Infrastructure Systems, CRC Press, 2009.
  • [6] T. Uhl, “SHM of Civil Structures – methods, tools and applications”, 3rd International Conference “Experimental Vibration Analysis for Civil Engineering Structures – EVACES’09”, Wrocław, pp. 73–92, 2009.
  • [7] D. Balageas, C.-P. Fritzen, A. Güemes, Structural Health Monitoring, John Wiley & Sons, 2010.
  • [8] H. Wenzel, D. Piechler, Ambient Vibration Monitoring, J. Wiley & Sons Ltd, 2005.
  • [9] S.S. Law, X.Q. Zhu, Damage Models and Algorithms for Assessment of Structures under Operating Conditions, CRC Press, 2009.
  • [10] R. Helmerich, E. Niederleithinger, Ch. Trela, J. Bień, T. Kamiński, G. Bernardini, “Multi–tool inspection and numerical analysis of an old masonry arch bridge”, Structure and Infrastructure Engineering, vol. 8, no. 1, pp. 27–39, 2012.
  • [11] S.A. Neild, P.D. McFadden, M.S. Williams, “A Review of Time-Frequency Methods for Structural Vibration Analysis”, Engineering Structures, no. 25, pp. 713–728, 2003.
  • [12] W. Skoczyński, J. Krzyżanowski, J. Bień, “New Solutions of Shaker’s Supporting Structure Intended to Railway Bridge Testing”, In: DAAAM International Scientific Book 2006, Chapter 46, DAAAM International, Vienna, Austria, pp. 569–582, 2006.
  • [13] A. Cunha, E. Caetano, F. Magalhaes, “Output–Only Dynamic Testing of Bridges and Special Structure”, Structural Concrete, vol. 8, no. 2, pp. 67–85, 2007.
  • [14] J. Zwolski, J. Bień, “Modal analysis of bridge structures by means of Forced Vibration Tests”, Journal of Civil Engineering and Management, vol. 17, no. 4, 2011.
  • [15] D.J. Ewins, Modal Testing: Theory, Practice and Application, Research Studies Press Ltd., Baldock, Hertfordshire, UK, 2000.
  • [16] K.C. Yap, D.C. Zimmerman, “A Comparative Study of Structural Dynamic Modification and Sensitivity Method Approximation”, Mechanical Systems and Signal Processing, vol. 16, no. 4, pp. 585–597, 2002.
  • [17] J. Bień, M. Kużawa, M. Gładysz-Bień, T. Kamiński, “Quality control of road bridges in Poland”, Proceedings of the 8th International Conference on Bridge Maintenance, Safety and Management, IABMAS 2016, Foz do Iguaçu, Brasil, pp. 971–978, 2016.
  • [18] J. Bień, M. Kużawa, T. Kamiński, “Validation of numerical models of concrete box bridges based on load test results”, Archives of Civil and Mechanical Engineering, vol. 15, no. 4, pp. 1046–1060, 2015.
  • [19] N.M.M. Maia, J.M.M. Silva, E.A.M. Almas, R.P.C. Sampaio, “Damage Detection in Structures: From Mode Shape to Frequency Response Function Methods”, Mechanical Systems and Signal Processing, vol. 3, no. 17, 2003.
  • [20] M. Kużawa, T. Kamiński, J. Bień, “Fatigue assessment procedure for old riveted road bridges”, Archives of Civil and Mechanical Engineering, vol. 18, no. 4, pp. 1259–1274, 2018.
  • [21] M.L. Wang, J.P. Lynch, H. Sohn, Sensor Technologies for Civil Infrastructures, Volume 1: Sensing Hardware and Data Collection Methods for Performance Assessment, Elsevier, 2014.
  • [22] Ch.J. Wall, R.E. Christenson, A.–M. H. McDonnell, A.A. Jamalipour, Non–Intrusive Bridge Weigh–in–Motion System for a Single Span Steel Girder Bridge Using Only Strain Measurements, Connecticut Department of Transportation, Report No. CT–2251–3–09, 2009.
  • [23] PN-89/S-10050. Bridges – Steel structures – Requirements and testing.
  • [24] PN-S-10040:1999. Bridges – Concrete, reinforced concrete and prestressed concrete structures – Requirements and testing.
  • [25] E.O. L. Lantsoght (Editor), Load Testing of Bridges. Series: Structures and Infrastructure, Taylor and Francis Group, Vol 12 & 13, 700 p., 2019.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2021).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-e1307811-8f1f-495c-b167-853f6536709c
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