Identification of Bearings State on the Bridge Checked by Dynamic Tests

Author:

Katarína Lamperová1,Milan Sokol1,Bianka Timková1

Affiliation:

1. Slovak University of Technology in Bratislava , Faculty of Civil Engineering, Department of Structural Mechanics , Radlinského 11, 810 05 Bratislava , Slovakia

Abstract

Abstract The paper deals with identifying the condition of bearings on a truss bridge with a reinforced concrete bridge deck by means of repeated dynamic tests. Interferometric radar was used to record the dynamic response of the bridge. This device measures the dynamic displacements of several points of the structure simultaneously. In addition to displacements, the values of eigenfrequencies in the vertical direction were also compared. The frequency values were also determined from acceleration records for purposes of comparison.

Publisher

Walter de Gruyter GmbH

Subject

Mechanical Engineering

Reference12 articles.

1. [1] Ansys® Academic Teaching Mechanical and CFD, Release 17.0, Help System, ANSYS Inc, 2016.

2. [2] Farrar, Ch. R., Worden, K. “An introduction to structural health monitoring”, Philosophical Transactions of the Royal Society A: Mathematical, Physical and Engineering Sciences [online] 365 (1851), pp. 303 – 315, 2006. DOI: 10.1098/rsta.2006.1928

3. [3] Gocal, J. et al. “Determination of displacements and vibrations of engineering structures using ground-based radar interferometry”, Wydawnictwa AGH, Krakow, Poland, 2013. ISBN 978-83-7464-645-1.

4. [4] Nico, G. et al. “Ground based Synthetic Aperture Radar (GBSAR) interferometry: which advantages for the monitoring of concrete and earth-filled dams?”, In: INGEO 2017 Proceedings of the 7th International Conference on Engineering Surveying, Lisabon, Portugal, pp. 317 – 322, 2017. ISBN 978-972-49-2300-0.

5. [5] Oliveira, M., Nápoles, S., Oliveira, S. “Fourier analysis: Graphical animation and analysis of experimental data with Excel”, Spreadsheets in Education (eJSiE) 5 (2), Article 2, 2012. ISSN 1448-6156.

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