Kahramanmaras earthquake on February 6, 2023: mathematical models, estimates and methods of seismic protection

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详细

The recent earthquake in Turkey and Syria occurred on February 6, 2023. In the Kahramanmaras region the earthquake had an estimated magnitude of Mw7.8, and reached intensity XI by the modified Mercalli scale. The earthquake had catastrophic consequences, leading to the deaths of more than 52,800 people, as well as the multiple damages of the structures and buildings. The paper relates to the analyses of the seismograms and the detection of an unusually strong delta impulse, which can be associated with the arrival of a horizontally polarized S-wave.

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作者简介

A. Karakozova

Moscow State University of Civil Engineering

编辑信件的主要联系方式.
Email: karioca@mail.ru
俄罗斯联邦, Moscow

S. Kuznetsov

Moscow State University of Civil Engineering; Ishlinsky Institute for Problems in Mechanics RAS; Bauman Moscow State Technical University

Email: karioca@mail.ru
俄罗斯联邦, Moscow; Moscow; Moscow

V. Mondrus

Moscow State University of Civil Engineering

Email: karioca@mail.ru
俄罗斯联邦, Moscow

参考

  1. USGS, 6 February 2023. “USGS earthquake catalogue”. Archived from the original on 7 February 2023.
  2. National Earthquake Information Center (6 February 2023). “M 7.8 – 26 km ENE of Nurdağı, Turkey”. United States Geological Survey (2023); URL: https://earthquake.usgs.gov/earthquakes/eventpage/us6000jllz/executive
  3. Emre Ö., Duman T.Y., Özalp S. et al. Active fault database of Turkey // Bull. Earthquake Eng. 2018. № 16 (8). P. 3229–3275; https://doi.org/10.1007/s10518-016-0041-2
  4. Kawoosa V.M., Scarr S., Gerry D. (eds.). 10,000 tremors. Reuters. 2 March (2023); URL: https://www.reuters.com/graphics/TURKEY-QUAKE/AFTERSHOCKS/dwpkdzklevm/
  5. Kinoshita S. Low-frequency and trend compensation of broadband seismograms // Earth Planet Space. 2012. № 64. e5–e8; https://doi.org/10.5047/eps.2012.02.002
  6. Larsonnier F. et al. Comparison on seismometer sensitivity following ISO 16063-11 standard // 19th International Congress of Metrology. 2019. Paper 27003; https://doi.org/10.1051/metrology/201927003
  7. Singh N., Tampubolon D., Yadavalli V.S.S. Time series modelling of the Kobe-Osaka earthquake recordings // Int. J. Math. Math. Sci. 2002. № 29 (8). P. 467–479; https://doi.org/10.1155/S0161171202007548
  8. Eberhard M.O. et al. The M W 7.0 Haiti earthquake of January 12, 2010; USGS/EERI Advance Reconnaissance Team report. U.S. Geological Survey Report 2010–1048. 2010; URL: http://pubsdata.usgs.gov/pubs/of/2010/1048/index.html
  9. DesRochers R. et al. Overview of the 2010 Haiti earthquake // Earthquake Spectra. 2011. № 27 (1, suppl. 1). P. 1–21; https://doi.org/10.1193/1.3630129
  10. Magnitude 7.0 HAITI Tuesday, January 12, 2010 at 21:53:09 UTC. IRIS (2010); URL: https://www.iris.edu/hq/files/programs/education_and_outreach/retm/tm_100112_haiti/100112haiti.pdf
  11. Bormann P., Wielandt E. Seismic signals and noise. In: Bormann P. (Ed.), New Manual of Seismological Observatory Practice 2 (NMSOP2). Potsdam: GFZ. 2013. P. 1–62; https://doi.org/10.2312/GFZ.NMSOP-2_ch4
  12. Ye W., Entezari A. A geometric construction of multivariate sinc functions // IEEE Trans. Image Processing. 2012. № 21 (6). P. 2969–2979; https://doi.org/10.1109/TIP.2011.2162421
  13. Jóźwiak B., Orczykowska M. & Dziubiński M. Fractional generalizations of Maxwell and Kelvin-Voigt models for biopolymer characterization // PLoS ONE. 2015. № 10 (11). Paper e0143090; https://doi.org/10.1371/journal.pone.0143090
  14. Goldstein R.V., Kuznetsov S.V., Khudyakov M.A Study of forced vibrations of the Kelvin-Voigt model with an asymmetric spring // Mech. Solids. 2015. № 50 (3). P. 294–304; https://doi.org/10.3103/S0025654415030061
  15. Kuznetsov S.V. Fundamental and singular solutions of Lamé equations for media with arbitrary elastic anisotropy // Quart. Appl. Math. 2005. № 63 (3). P. 455–467.
  16. Smith K. Frank Lloyd Wright and the Imperial Hotel: A postscript // The Art Bulletin. 1985. № 67 (2). P. 296–310; https://doi.org/10.1080/00043079.1985.10788262
  17. Hammer J. The Great Japan earthquake of 1923 // Smithsonian Magazine. 2011. Paper 1764539.
  18. Dobry R. et al. Damping/global energy balance in FE model of bridge foundation lateral response // Soil Dynam. Earthquake Eng. 2003. № 23 (6). P. 483–495; https://doi.org/10.1016/S0267-7261(03)00050-2
  19. Teyssandier J.P., Combault J., Pecker A. Rion Antirion: le pontqui defieles seismes // La Recherche. 2000. № 334. P. 42–46.
  20. Cremer C., Pecker A., Davenne L. Cyclic macro-element of soilstructure interaction: material and geometrical nonlinearities // Int. J. Numer. Anal. Meth. Geomech. 2001. № 25 (13). P. 1257–1284.
  21. Granular metamaterials. Booklet. Adelaide, Australia: Marathon Allaince. 2022; URL: https://www.marathonalliance.com.au/metamaterials
  22. Begambre-Carrillo O.J. et al. Passive seismic protection systems with mechanical metamaterials: A current review // Struct. Eng. & Mech. 2022. № 82 (4). Article 417; https://doi.org/10.12989/sem.2022.82.4.417
  23. Mirzaev I., Turdiev M. Vibrations of buildings with sliding foundations under real seismic effects // Constr. Unique Build. Struct. 2021. № 94. Article № 9407; https://doi.org/ 10.4123/CUBS.94.7
  24. Mirzaev I., Yuvmitov A., Turdiev M., Shomurodov J. Influence of the vertical earthquake component on the shear vibration of buildings on sliding // E3S Web Conf. 2021. № 264. Article № 02022; https://doi.org/10.1051/e3sconf/202126402022
  25. Avesth P., Mukerji T., Mavko G. Quantitative Seismic Interpretation. Cambridge, UK: Cambridge University Press. 2005. 408 p.; https://doi.org/10.1017/CBO9780511600074
  26. Lucchesi M., Pagni A. Longitudinal oscillations of bimodular rods // Int. J. Struct. Stability Dynam. 2005. № 5 (1). P. 37–54; https://doi.org/10.1142/S0219455405001490
  27. Pelat A., Gautier F., Conlon S.C., Semperlotti F. The acoustic black hole: A review of theory and applications // J. Sound Vibr. 2020. № 476. Paper 115316; https://doi.org/10.1016/j.jsv.2020.115316
  28. Goldstein R.V., Dudchenko A.V., Kuznetsov S.V. The modified Cam-Clay (MCC) model: cyclic kinematic deviatoric loading // Arch. Appl. Mech. 2016. № 86 (12). P. 2021–2031; https://doi.org/10.1007/s00419-016-1169-x

补充文件

附件文件
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1. JATS XML
2. Fig. 1. a) Horizontal component of the seismogram of the mainshock at 01:17 GMT, measured at the IU ANTO station, Ankara, Turkey, located 235 km from the epicenter; b) delta-like pulse corresponding to the first two largest peaks, each with a duration of about 100 ms.

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3. Fig. 2. Seismogram of the Kobe earthquake that occurred on January 17, 1995 [7].

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4. Fig. 3. High intensity and short duration of peaks are associated with the arrival of Rayleigh surface waves of magnitude Mw 7.0; earthquake in Haiti on 12.01.2010 [10].

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5. Fig. 4. Typical seismogram; earthquake near Severnaya Zemlya Island, which occurred on April 19, 1997 [11]; the red line marks the beginning of the arrival of S-waves.

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6. Fig. 5. Fourier spectra of delta-like pulses at different T.

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7. Fig. 6. a) Köllin-Voigt model; b) Zener model; c) typical frequency response of a seismic isolator created according to the Zener model; the signal amplification zone is shown in gray.

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8. Fig. 7. Collapse of a building frame caused by the occurrence of high-intensity shock waves; FE modeling.

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9. Fig. 8. a) Imperial Hotel, Tokyo, 1923 [16]; b) schematic diagram of a seismic cushion based on a relict swamp.

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10. Fig. 9. Seismic cushions for protection a) the reactor building of the nuclear power plant is protected from both P-waves and S-shock waves, a composite cushion of acoustically contrasting layers (layers are highlighted in different colours) is placed under the foundation structure [21]; b) separation of the foundation slab by a seismic cushion (red line).

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