Journals / Maden Tetkik ve Arama Dergisi / 2021 / Cilt: 166 - Sayı: 166

The relationship between seismic quality factor and peak ground acceleration, a case study: M=4.3, 17.01.2015 Eskişehir Earthquake

Pages
127–144
Publication Date
2021-12-15
DOI
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

It is concluded that an inverse relationship exists between the computed Q-factor and measured PGA values.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Seismic wave propagation in subsurface media endures from absorption, which can be evaluated by the seismic quality factor Q (Q-factor).
📊
Key Findings & Data:This study was focused on the Q-factor computation of the surface waves and demonstrated that the determination of the Q-factor is not affected from the dispersive properties of the surface waves.
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Conclusion & Impact:It is concluded that an inverse relationship exists between the computed Q-factor and measured PGA values.
🔬Design:Research Article
📍Scope:2015 Verileri
⚙️Variables:Quality Seismic Factor · EstuNet Seismic Network · Strong Ground Motion

Abstract

Seismic wave propagation in subsurface media endures from absorption, which can be evaluated by the seismic quality factor Q (Q-factor). Absorption is frequency-dependent. Lower frequencies are absorbed less, while higher frequencies are absorbed more. Therefore, the Q Factor should be determined in the frequency domain. Q-factor is determined by the slope of the natural logarithm of the output-input signals ratio. Surface waves (Rayleigh and Love waves) are particularly important, as they are the more destructive phases of an earthquake. This study was focused on the Q-factor computation of the surface waves and demonstrated that the determination of the Q-factor is not affected from the dispersive properties of the surface waves. Data were obtained from surface wave signals of earthquake recorded at Eskişehir Technical University Seismic Network - EstuNet. The obtained Q-factor values represent the average values of the rocks that the waves cross between the input and output stations. Finally, the Q-factor map to the Peak Ground Acceleration (PGA) map using the M=4.3, 17.01.2015 Eskişehir earthquake data was compared. These records, show the arrival time of the earthquake from the epicenter to the stations of the seismic waves, and the peak ground acceleration values. In this study, local site effects of EstuNet accelerometric stations have been calculated by using the Standard Spectral Ratio (SSR) method. It is concluded that an inverse relationship exists between the computed Q-factor and measured PGA values. Therefore, the sites where the Q factor is very low should be analyzed in more detail in ground-based earthquake risk assessments.

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Cite This Article

TÜN, M. (2021). The relationship between seismic quality factor and peak ground acceleration, a case study: M=4.3, 17.01.2015 Eskişehir Earthquake. Maden Tetkik ve Arama Dergisi, Cilt: 166 - Sayı: 166, 127–144. https://ajindex.com/articles/687143

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References (17)

  1. Anderson, D. L., Archambeau, C. B. 1964. The anelasticity of the earth. Journal of Geophysical Research 69(10), 2071- 2084.
  2. Anderson, D. L., Kovach, R. L. 1964. Attenuation in the mantle and rigidity of the core from multiply reflected core phases. Proceedings of the National Academy of Sciences 51(2), 168-172.
  3. Anderson, D. L., Hart, R. 1978. Q of the Earth. Journal of Geophysical Research: Solid Earth 83(B12), 5869-5882.
  4. Bano, M. 1996. Q-phase compensation of seismic records in the frequency domain. Bulletin of the Seismological Society of America 86(4), 1179-1186.
  5. Bath, M. 1974. Spectral Analysis in Geophysics: Elsevier Science Publication Cooperation, Amsterdam. Barton, N. 2007.
  6. Rock Quality, Seismic Velocity, Attenuation and Anisotropy. CRC Press, 721. Borcherdt, R. D. 1970. Effects of local geology on ground motion near San Francisco Bay. Bulletin of the Seismological Society of America 60, 29-61.
  7. Borcherdt, R. D. 1989. Results and data from seismologic and geologic studies following earthquakes of December 7, 1988, near Spitak, Armenia SSR (No. 89-163-A). US Geological Survey. Blias, E. 2012. Accurate interval Q-factor estimation from VSP data. Geophysics 77(3), WA149-WA156. Christensen, N. I. 1996. Poisson’s ratio and crustal seismology. Journal of Geophysical Research Solid Earth 101, 3139-3156.
  8. Dasgupta, R., Clark, R. A., 1998. Estimation of Q from surface seismic reflection data. Geophysics 63(6), 2120-2128.
  9. Dasios, A., Astin, McCann, T. C. 2001. Compressional- wave Q estimation from fullwaveform sonic data. Geophysical Prospecting 49(3), 353-373.
  10. De Castro Nunes, B. I., De Medeiros, W. E., Do Nascimento, A. F., Moreira, J. A. M. 2011. Estimating quality factor from surface seismic data: a comparison of current approaches. Journal of Applied Geophysics 75(2), 161-170.
  11. Emre, Ö., Duman, T., Özalp, S., Elmacı, H., Olgun, Ş., Şaroğlu, F. 2013. Active fault map of Turkey with explanatory text. General Directorate of Mineral Research and Exploration, Special Publication Series 30, Ankara,
  12. Turkey. Engelhard, L. 1996. Determination of seismic-wave attenuation by complex trace analysis. Geophysical Journal International 125(2), 608-622.
  13. Ersoy, İ. 1956.
  14. Eskişehir Depremi, ARKİTEKT, 74-75.
  15. Field, E., Jacob, K., Hough, S. 1992. Earthquake site response estimation: a weak-motion case study, Bulletin of the Seismological Society of America 82, 2283-2307.
  16. Futterman, W. I. 1962. Dispersive body waves. Journal of Geophysical Research 67(13), 5279-5291.
  17. Gok, E., C