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Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry

Cilt: 37 Sayı: 2 2 Mart 2026
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Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry

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.

Anahtar Kelimeler

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

  1. 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.
  2. Calayır, Y., Yetkin, M., Erkek, H., Finite element model updating of masonry minarets by using operational modal analysis method. Structures, 34, 3501-3507, 2021.
  3. 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.
  4. Bayraktar, A., Türker, T., Altunişik, A. C., Experimental frequencies and damping ratios for historical masonry arch bridges. Constr. Build. Mater., 75, 234-241, 2015.
  5. 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.
  6. 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.
  7. 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.
  8. 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.

Ayrıntılar

Birincil Dil

İngilizce

Konular

İnşaat Mühendisliğinde Sistem Tanımlama, Yapı Dinamiği

Bölüm

Teknik Not

Erken Görünüm Tarihi

6 Ekim 2025

Yayımlanma Tarihi

2 Mart 2026

Gönderilme Tarihi

16 Nisan 2025

Kabul Tarihi

3 Ekim 2025

Yayımlandığı Sayı

Yıl 2026 Cilt: 37 Sayı: 2

Kaynak Göster

APA
Bozyiğit, B., & Acikgoz, S. (2026). Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry. Turkish Journal of Civil Engineering, 37(2), 137-148. https://doi.org/10.18400/tjce.1677967
AMA
1.Bozyiğit B, Acikgoz S. Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry. tjce. 2026;37(2):137-148. doi:10.18400/tjce.1677967
Chicago
Bozyiğit, Baran, ve Sinan Acikgoz. 2026. “Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry”. Turkish Journal of Civil Engineering 37 (2): 137-48. https://doi.org/10.18400/tjce.1677967.
EndNote
Bozyiğit B, Acikgoz S (01 Mart 2026) Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry. Turkish Journal of Civil Engineering 37 2 137–148.
IEEE
[1]B. Bozyiğit ve S. Acikgoz, “Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry”, tjce, c. 37, sy 2, ss. 137–148, Mar. 2026, doi: 10.18400/tjce.1677967.
ISNAD
Bozyiğit, Baran - Acikgoz, Sinan. “Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry”. Turkish Journal of Civil Engineering 37/2 (01 Mart 2026): 137-148. https://doi.org/10.18400/tjce.1677967.
JAMA
1.Bozyiğit B, Acikgoz S. Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry. tjce. 2026;37:137–148.
MLA
Bozyiğit, Baran, ve Sinan Acikgoz. “Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry”. Turkish Journal of Civil Engineering, c. 37, sy 2, Mart 2026, ss. 137-48, doi:10.18400/tjce.1677967.
Vancouver
1.Baran Bozyiğit, Sinan Acikgoz. Rapid Post-Earthquake Estimation of Vibration Frequencies of Historical Masonry Structures Using Laser Doppler Vibrometry. tjce. 01 Mart 2026;37(2):137-48. doi:10.18400/tjce.1677967

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