Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry
Yıl 2026,
Cilt: 37 Sayı: 2
Baran Bozyiğit
,
Sinan Acikgoz
Öz
It is challenging to conduct operational modal analysis of structures using contact sensors (e.g. accelerometers) in post-earthquake reconnaissance studies due to safety concerns. This paper presents the use of Laser Doppler Vibrometry as a safe and practical non-contact alternative to detect vibration frequencies of historical masonry structures. A single point Laser Doppler Vibrometer (LDV) was used to collect ambient vibration data from historical masonry structures after the 2023 Kahramanmaras earthquakes. The velocity measurements for a single-span arch bridge and a historic church are analysed in the frequency domain to identify the vibration modes of the examined structures. The vibration frequencies are used to evaluate, and where necessary update, the 3D finite element models created from point cloud data and non-destructive material tests. The results highlight the potential of LDV to provide practically useful data for conducting forensic post-earthquake investigations.
Kaynakça
-
Ramos, L. F., Marques, L., Lourenço, P. B., De Roeck, G., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: Two case studies. Mech. Syst. Signal Pr., 24(5), 1291-1305, 2010.
-
Calayır, Y., Yetkin, M., Erkek, H., Finite element model updating of masonry minarets by using operational modal analysis method. Structures, 34, 3501-3507, 2021.
-
Aloisio, A., Di Pasquale, A., Alaggio, R., Fragiacomo, M., Assessment of seismic retrofitting interventions of a masonry palace using operational modal analysis. Int. J. Archit. Herit., 16(5), 692-704, 2022.
-
Bayraktar, A., Türker, T., Altunişik, A. C., Experimental frequencies and damping ratios for historical masonry arch bridges. Constr. Build. Mater., 75, 234-241, 2015.
-
Nassif, H. H., Gindy, M., Davis, J., Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration. Ndt & E International 38(3), 213-218, 2005.
-
Yu, T., Tang, Q., Vinayaka, S., Identifying structural properties of a steel railway bridge for structural health monitoring using laser Doppler vibrometry. Automat. Constr., 160, 105320, 2024.
-
Yang, S., Allen, M. S., Output-only modal analysis using continuous-scan laser Doppler vibrometry and application to a 20 kW wind turbine. Mech. Sist. Signal Process., 31, 228-245, 2012.
-
Pepi, C., Gioffrè, M., Comanducci, G., Cavalagli, N., Bonaca, A., Ubertini, F., Dynamic characterization of a severely damaged historic masonry bridge. Procedia Eng., 199, 3398-3403, 2017.
-
Providakis, C. P., Mousteraki, M. G., Providaki, G. C., Operational Modal Analysis of Historical Buildings and Finite Element Model Updating Using α Laser Scanning Vibrometer. Infrastructures, 8(2), 37, 2023.
-
Gioffre, M., Cavalagli, N., Pepi, C., Trequattrini, M., Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi. J. Phys. Conf. Ser., 778(1), 012008, 2017.
-
Bozyigit, B., Ozdemir, A., Donmez, K., Dalgic, K. D., Durgut, E., Yesilyurt, C., Dizgin, Y., Yildeniz, C., Ispir, M., Bedirhanoglu, I., Aktas, Y.D., Acikgoz, S., Damage to monumental masonry buildings in Hatay and Osmaniye following the 2023 Turkey earthquake sequence: The role of wall geometry, construction quality, and material properties. Earthquake Spectra, 40(3), 1870:1904, 2024.
-
SAP2000. V24.2.0, Integrated Solution for Structural Analysis & Design, CSI Inc., Berkeley, California, 2023.
Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry
Yıl 2026,
Cilt: 37 Sayı: 2
Baran Bozyiğit
,
Sinan Acikgoz
Öz
It is challenging to conduct operational modal analysis of structures using contact sensors (e.g. accelerometers) in post-earthquake reconnaissance studies due to safety concerns. This paper presents the use of Laser Doppler Vibrometry as a safe and practical non-contact alternative to detect vibration frequencies of historical masonry structures. A single point Laser Doppler Vibrometer (LDV) was used to collect ambient vibration data from historical masonry structures after the 2023 Kahramanmaras earthquakes. The velocity measurements for a single-span arch bridge and a historic church are analysed in the frequency domain to identify the vibration modes of the examined structures. The vibration frequencies are used to evaluate, and where necessary update, the 3D finite element models created from point cloud data and non-destructive material tests. The results highlight the potential of LDV to provide practically useful data for conducting forensic post-earthquake investigations.
Destekleyen Kurum
EPSRC and TUBITAK
Teşekkür
The authors thank building owners and custodians for allowing them access. The post-earthquake field work conducted as a part of this study was supported by EPSRC (grant nos. EP/P025641/1 and EP/V048082/1) and TUBITAK (2221- Fellowships for Visiting Scientists and Scientists on Sabbatical Leave Support Programme). Earthquake Engineering Field Investigation Team (EEFIT) organized the first field mission. Baran Bozyigit acknowledges the financial support of TUBITAK 2219-International Postdoctoral Research Fellowship Programme.
Kaynakça
-
Ramos, L. F., Marques, L., Lourenço, P. B., De Roeck, G., Campos-Costa, A., Roque, J., Monitoring historical masonry structures with operational modal analysis: Two case studies. Mech. Syst. Signal Pr., 24(5), 1291-1305, 2010.
-
Calayır, Y., Yetkin, M., Erkek, H., Finite element model updating of masonry minarets by using operational modal analysis method. Structures, 34, 3501-3507, 2021.
-
Aloisio, A., Di Pasquale, A., Alaggio, R., Fragiacomo, M., Assessment of seismic retrofitting interventions of a masonry palace using operational modal analysis. Int. J. Archit. Herit., 16(5), 692-704, 2022.
-
Bayraktar, A., Türker, T., Altunişik, A. C., Experimental frequencies and damping ratios for historical masonry arch bridges. Constr. Build. Mater., 75, 234-241, 2015.
-
Nassif, H. H., Gindy, M., Davis, J., Comparison of laser Doppler vibrometer with contact sensors for monitoring bridge deflection and vibration. Ndt & E International 38(3), 213-218, 2005.
-
Yu, T., Tang, Q., Vinayaka, S., Identifying structural properties of a steel railway bridge for structural health monitoring using laser Doppler vibrometry. Automat. Constr., 160, 105320, 2024.
-
Yang, S., Allen, M. S., Output-only modal analysis using continuous-scan laser Doppler vibrometry and application to a 20 kW wind turbine. Mech. Sist. Signal Process., 31, 228-245, 2012.
-
Pepi, C., Gioffrè, M., Comanducci, G., Cavalagli, N., Bonaca, A., Ubertini, F., Dynamic characterization of a severely damaged historic masonry bridge. Procedia Eng., 199, 3398-3403, 2017.
-
Providakis, C. P., Mousteraki, M. G., Providaki, G. C., Operational Modal Analysis of Historical Buildings and Finite Element Model Updating Using α Laser Scanning Vibrometer. Infrastructures, 8(2), 37, 2023.
-
Gioffre, M., Cavalagli, N., Pepi, C., Trequattrini, M., Laser doppler and radar interferometer for contactless measurements on unaccessible tie-rods on monumental buildings: Santa Maria della Consolazione Temple in Todi. J. Phys. Conf. Ser., 778(1), 012008, 2017.
-
Bozyigit, B., Ozdemir, A., Donmez, K., Dalgic, K. D., Durgut, E., Yesilyurt, C., Dizgin, Y., Yildeniz, C., Ispir, M., Bedirhanoglu, I., Aktas, Y.D., Acikgoz, S., Damage to monumental masonry buildings in Hatay and Osmaniye following the 2023 Turkey earthquake sequence: The role of wall geometry, construction quality, and material properties. Earthquake Spectra, 40(3), 1870:1904, 2024.
-
SAP2000. V24.2.0, Integrated Solution for Structural Analysis & Design, CSI Inc., Berkeley, California, 2023.