Variations in the integral amplification of of seismic ground motions on the territory of Kiev

Authors

  • A. Kendzera Subbotin Institute of Geophysics, National Academy of Sciences of Ukraine, Ukraine
  • Yu. Semenova Subbotin Institute of Geophysics, National Academy of Sciences of Ukraine, Ukraine

DOI:

https://doi.org/10.24028/gzh.0203-3100.v43i1.2021.225543

Abstract

The relevance of the research and the results presented in the article is due to the need to provide the designers of seismic-resistant construction with maps of seismic zoning of settlements and agglomerations on the territory of Ukraine in the amplitude parameters of seismic ground motions. An analytical-empirical approach to mapping is proposed on the example of the territory of Kyiv, which can be implemented in conditions of an insufficient number of results of instrumental seismological observations. This approach gives positive results provided that the territory is well studied in geological terms. Within the territory of Kyiv, using the method of seismic-geological analogies, areas (taxonometric zones) have been identified that are homogeneous in response to seismic effects. For all taxonometric zones, seismic-geological models of the soil strata were built and their spectral characteristics were calculated taking into account the nonlinear deformation of the soil. The averaged frequency response was also calculated for the ground conditions of the territory of Kyiv as a function of the distribution of the average values of the spectral amplification of seismic oscillations in frequency for all zones. A map of the distribution of the deviation of the integral amplification of seismic vibrations from the average value for the territory of Kyiv was constructed. It is proposed to use a spectral amplification map to determine the values of the calculated relative ground acceleration of the investigated site when using the spectral method for calculating the emergency combination of loads taking into account the seismic effect. The map of the distribution of the deviation of the integral amplification of seismic oscillations from the average value for the territory of Kyiv is an intermediate stage in the construction of seismic zoning maps for Kyiv in amplitude terms of ground motions.

References

Aptikaev, F.F. (2012). Instrumental scale of seismic intensity. Moscow: Science and Education, 176 p. (in Russian).

Gusev, A.A. (2011). On the principles of mapping seismically hazardous regions of the Russian Federation and rationing of seismic loads in terms of seismic accelerations (Part 1). Inzhenernyye izyskaniya, (10), 20—29 (in Russian).

Building in seismic regions of Ukraine: SBS V.1.1-12: 2014. (2014). Kiev: Building Ministry of Ukraine, 84 p. (in Ukrainian).

Dobrynin, V.M., Vendelstein, B.Yu., & Kozhev¬ni¬kov, D.A. (2004). Petrophysics. Textbook for universities. Moscow: FSUE Publ. House «Oil and Gas» Russian State University of Oil and Gas named after I.M. Gubkina, 368.

Kendera, O.V. (2015). Seismic hazard and seismic protection in Ukraine. Ukrayins'kyy heohrafichnyy zhurnal, (3), 9—15. http://dx.doi.org/ 10.15407/ugz2015 (in Ukrainian).

Ladynin, A.V. (2010). Physical properties of rocks. Novosibirsk: Novosibirsk University Press, 110 p. (in Russian).

National standard DSTU-B-B.1.1-28: 2010 «Protection against dangerous geological processes, harmful operational impacts, fire. Seismic intensity scale». (2010). Kyiv: Derzhbud Ukrainy, 78 p. (in Ukrainian).

Pavlov, O.V. (Ed.). (1988). Assessment of the influence of soil conditions on seismic hazard. Me¬thodological guide to seismic microzoning. Mos¬cow: Nauka, 224 p. (in Russian).

Clark Jr., S. (Ed.). (1969). Handbook of Physical Con¬stants of Rocks. Moscow: Mir, 543 p. (in Rus¬sian).

Ulomov, V.I., & Shumilina, L.S. (1999). A set of maps for general seismic zoning of the territory of the Russian Federation — OSR-97. Scale 1: 8,000,000: explanatory note and a list of cities and towns located in earthquake-prone areas. Moscow: Published by the Joint Institute of Physics of the Earth, 57 p. (in Russian).

Dortman, N.B. (Ed.). (1984). Physical properties of rocks and minerals (petrophysics): Geophysics Handbook. Moscow: Nedra, 1984.455 p. (in Russian).

De Luca, F., Chioccarelli, E., & Iervolino, I. (2011). Preliminary study of the 2011 Japan earthquake ground motion record V1.01. Retrieved from http://www.reluis.it/ images/stories/Japan_EQ_GM_Report_v1.pdf.

Goodman, R.E. (1980). Introduction to Rock Mechanics. New York: Wiley, 555 p.

Ishibashi, I., & Zhang, X.J. (1993). Unified dynamic shear moduli and damping ratios of sand and clay. Soils and Foundations, 33(1), 182—191. https://doi.org/10.3208/sandf1972.33.182.

Kendzera, O., Rushchitsky, J., & Semenova, Y. (2021). Rheological Properties of Soils in Assessing the Seismic Hazard of the South Ukrainian Nuclear Power Plant. In F.L. Bonali, F. Pasquaré Mariotto, N. Tsereteli (Eds.), Building Knowledge for Geohazard Assessment and Management in the Caucasus and other Orogenic Regions. NATO Science for Peace and Security Series C: Environmental Security (pp. 365—373). Dordrecht: Springer. https://doi.org/10.1007/978-94-024-2046-3_20.

Lama, R.D., & Vutukuri, V.S. (1978). Handbook on Mechanical Properties of Rocks-Testing Techniques and Results. Trans Tech Publications.

Lanzo, G., Pagliaroli, A., Tommasi, P., & Chiocci, F.L. (2009). Simple shear testing of sensitive very soft offshore clay for wide strain range. Canadian Geotechnical Journal, 46(11), 1277—1288. https://doi.org/10.1139/T09-059.

ProShake Ground Response Analysis Program, version 1.1. User’s Manual, EduPro Civil Sys¬tems. (1998). Washington, USA, 54 p. Retrie¬ved from https://civil808.com/sites/default/files/2365.pdf.

Roblee, C., & Chiou, B. (2004). A proposed geoindex model for design selection of non-linear properties for site response analyses. Proceedings, International Workshop on Uncertainties in Nonlinear Soil Properties and Their Impact on Modeling Dynamic Soil Response, University of California, Berkeley, CA (pp. 129).

Schnabel, P.B., Lysmer, J., & Seed, H.B. (1972). SHAKE: A computer program for earthquake response analysis of horizontally layered sites. Report No. EERC 72-12. Berkeley, California: Earthquake Engineering Research Center, University of California, 102 p.

Seed, H.B., & Idriss, I.M. (1970). Soil Moduli and Damping Factors for Dynamic Response Analysis. Report No. UCB/EERC-70/10, Earthquake Engineering Research Center, University of California, Berkeley, December, 48 p.

Semenova, Yu., & Kendzera, А. (2019). Calculated accelerograms for the direct dynamic method of determining seismic loads. Conference Proceedings, 18th International Conference on Geoinformatics — Theoretical and Applied Aspects, May 2019 (Vol. 2019, pp. 1—5). https://doi.org/ 10.3997/2214-4609.201902111.

Published

2021-03-13

How to Cite

Kendzera, A. ., & Semenova, Y. . (2021). Variations in the integral amplification of of seismic ground motions on the territory of Kiev . Geofizicheskiy Zhurnal, 43(1), 129–141. https://doi.org/10.24028/gzh.0203-3100.v43i1.2021.225543

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Articles