DOI QR코드

DOI QR Code

Long run ambient noise recording for a masonry medieval tower

  • Casciati, S. (DICA, University of Catania at Siracusa) ;
  • Tento, A. (Istituto per la Dinamica dei Processi Ambientali - CNR) ;
  • Marcellini, A. (Istituto per la Dinamica dei Processi Ambientali - CNR) ;
  • Daminelli, R. (Istituto per la Dinamica dei Processi Ambientali - CNR)
  • Received : 2013.09.04
  • Accepted : 2013.11.20
  • Published : 2014.09.25

Abstract

Ambient vibration techniques are nowadays a very popular tool to assess dynamic properties of buildings. Due to its non destructive character, this method is particularly valuable, especially for health monitoring of historical monuments. The present ambient vibration experiment consists on the evaluation of vibration modes of a Medieval tower. Situated in Soncino (close to Cremona, in the Northern Italian region named Lombardia), the tower of 41.5 meters height has been monitored by seismometers located at different points inside the structure. Spectral ratios of the recorded ambient vibrations clearly identify a fundamental mode at about 1 Hz, with a slight difference in the two horizontal components. A second mode is also evidenced at approx 4-5 Hz, with a moderate degree of uncertainty. The records of a ML 4.4 earthquake, occurred during the monitoring period, confirm the information obtained by microtremor analysis. Daily variations of both 1st and 2nd mode were detected: these variations, of an amount up to 2%, seem to be well related with the temperature.

Keywords

References

  1. Casciati, S. (2007), "Nonlinear aspects of energy dissipation in wood-panel joints", Earthq. Eng. Eng. Vib., 6 (3), 259-268. https://doi.org/10.1007/s11803-007-0764-9
  2. Casciati, S. and Al-Saleh, R. (2010), "Dynamic behavior of a masonry civic belfry under operational conditions", Acta Mech., 215 (1-4), 211-224. https://doi.org/10.1007/s00707-010-0343-4
  3. Casciati, S. and Domaneschi, M. (2007), "Random imperfection fields to model the size effect in laboratory wood specimens" , Struct. Saf., 29(4), 308-321. https://doi.org/10.1016/j.strusafe.2006.07.014
  4. Casciati, S. and Faravelli, L. (2010), "Vulnerability assessment for medieval civic towers", Struct. Infrastruct. E., 6(1-2), 193-203. https://doi.org/10.1080/15732470802664290
  5. Chrysostomou, Ch. Z., Dernetriou, Th. and Stassis, A. (2008), "Health-monitoring and system-identification of an ancient aqueduct", Smart Struct. Syst., 4(2), 183-194. https://doi.org/10.12989/sss.2008.4.2.183
  6. Clinton, J.F., Case Bradford S., Heaton T.H. and Favela, J. (2006), "The observed wander of the natural frequencies in a structure", B. Seismol. Soc. Am., 96 (1), 237-257. https://doi.org/10.1785/0120050052
  7. Dusi, A., Manzoni, E., Marcellini, A. Tento, A., Daminelli, R. and Mezzi, M. (2007), "Seismic assessment of structures by ambient vibrations: an application to medieval tower". Proceedings of the 8th Pacific Conference on Earthquake Engineering, Singapore, December 5-7, 2007.
  8. Herak, M. and Herak, D. (2010), "Continuous monitoring of dynamic parameters of the DGFSM building (Zagreb, Croatia)", B. Earth. Eng., 8, 657-669. https://doi.org/10.1007/s10518-009-9112-y
  9. Kullaa, J. (2009), "Eliminating environmental or operational influences in structural health monitoring using the missing data analysis", J. Intel. Mat. Syst. Str., 20(11), 1381-1390. https://doi.org/10.1177/1045389X08096050
  10. Kullaa, J. (2011), "Distinguishing between sensor fault, structural damage, and environmental or operational effects in structural health monitoring ", Mech. Syst. Signal Pr., 25 (8), 2976-2989. https://doi.org/10.1016/j.ymssp.2011.05.017
  11. Peeters, B. and De Roeck, G. (2011), "One-year monitoring of the Z24-Bridge: environmental effects versus damage events", Earthq. Eng. Struct. D., 30 (2), 149-171.
  12. SESAME (2004), WP12-DeliverableD23.12 Guidelines for the implementation of the H/V spectral ratio technique on ambient vibrations measurements, processing and interpretation. European Commission-Research General Directorate, Project No. EVG1-CT-2000-00026 SESAME.
  13. Sohn, H., Dzwonczyk, M., Straser, E.G., Kiremidjian, A.S., Law K.H. and Meng T. (2009), "An experimental study on temperature effect on modal parameters of the Alamosa Canyon Bridge, Earthq. Eng. Struct. D., 28, 879-897.
  14. Wenzel, H. and Pichler, D. (2005), Ambient vibration monitoring, John Wiley & Sons, Chichester, UK.

Cited by

  1. Operational modal analysis of a long-span suspension bridge under different earthquake events vol.8, pp.4, 2015, https://doi.org/10.12989/eas.2015.8.4.859
  2. Designing the control law on reduced-order models of large structural systems vol.23, pp.4, 2016, https://doi.org/10.1002/stc.1805
  3. Ad-hoc vibration monitoring system for a stress-ribbon footbridge: from design to operation vol.22, pp.1, 2014, https://doi.org/10.12989/sss.2018.22.1.013
  4. Structural health monitoring (SHM) and Nondestructive testing (NDT) of slender masonry structures: A practical review vol.297, pp.None, 2014, https://doi.org/10.1016/j.conbuildmat.2021.123768