DEFINING SEISMIC PARAMETERS FOR AN ESSENTIAL ELECTRIC POWER FACILITY

Toni Kitanovski, Dragi Dojcinovski, Vlatko Sheshov, Marta Stojmanovska, Julijana Bojadzieva, Kemal Edip, Dejan Ivanovski

DOI Number
https://doi.org/10.2298/FUACE230630028K
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Abstract


For the purpose of building a new electric power facility a project to determine seismic potential and seismic parameters for design is produced. Multiple in-situ geophysical investigations have been performed and soil samples have been taken to the laboratory where simple shear tests are done to determine the dynamic parameters of the soil layers. As a result, the dynamic shear modulus and damping ratio vs shear strain relationships of characteristic soil materials were defined. The response analysis was done using these curves, where the effects of the sub-surface local soil medium have a dominant influence upon the amplitude and frequency modification of the expected ground motion. Finally, the seismic design parameters, maximum accelerations at foundation level for design and maximum earthquake site-specific response spectrum have been obtained.


Keywords

simple shear tests, response analysis, seismic design parameters

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References


Aleksovski D., Šešov V., Dojčinovski D., Kemal E., Mirakovski G, at all.; Geotechnical and geophysical field investigation on Arberia-3 site in Prishtina, Kosovo, IZIIS, Report 2006-31.

Dojcinovski D et. al., (2018) Kosova e Re powerplant project (KRPP), Volume 1, Seismic study, IZIIS report 2018-49/1.

Dojcinovski D., Aleksovski D., Sesov V., Milutinovic Z., Olumceva T., Edip K., Shalikj R., Gadza V., Zafirova I., Gjorgjeska I., Zlateski A. (2010). Seismic microzonation of Ulpijana Settlement - Prishtina Volume – I, Regional Seismotectonic and Seismological Investigations, Report IZIIS – 2010-45/1, Skopje.

Dojcinovski D.,Aleksovski D., Sesov V., Milutinovic Z., Olumceva T., Edip K., Shalikj R., Gadza V., Zafirova I., Gjorgjeska I., Zlateski A. (2010). Seismic microzonation of Ulpijana Settlement - Prishtina Volume – II, Geophysical investigations, Report IZIIS – 2010-45/2, Skopje.

Dojcinovski D.,Aleksovski D., Sesov V.,Milutinovic Z., Olumceva T., Edip K., Shalikj R.Gadza V., Zafirova I., Gjorgjeska I., Zlateski A. (2010). Seismic microzonation of Ulpijana Settlement - Prishtina Volume – III, Seismic zonation, Report IZIIS – 2010-45/3, Skopje.

Watanabe, T., Matsuoka, T. & Ashidi, Y., 1999. Seismic traveltime tomography using Fresnel volume approach. Kyoto University, Japan.

G Mavko, T Mukerji and J Dvorkin (2003), The Rock Physics Handbook, Cambridge University Press;

Kearey, P., Brooks, M.: An Introduction to Geophysical Exploration Blackwell Scientific Publications, Oxford,1991)

Dames and Moore (1981) Manual for operation of the Cyclic Simple Shear Apparatus, London UK.

Jianfeng Zhang et al. (2005), Normalized Shear Modulus and Material Damping Ratio Relationships,Journal of Geotechnical and Geoenvironmental Engineering, Vol. 131, No. 4, ASCE.

Massarsch, K. R. 2004. Deformation properties of fine-grained soils from seismic tests. Keynote lecture, International Conference on Site Characterization, ISC’2, 19 – 22 Sept. 2004, Porto, 14 p.

Sesov, V., Dojcinovski, D., Edip, K. and Cvetanovska, J. (2012) Evaluation of the Site Seismic Potential for Performance Based Design. Second International Conference on Performance-based Design in Earthquake Geotechnical Engineering. May 28-30, 2012 - Taormina Iitaly. Paper No.1.02

Ambraseys, N. N. (1995) The Prediction of Earthquake Peak Ground Acceleration in Europe, Earthquake Engineering and Structural Dynamics, Vol. 24,467-490

Cornell, C.A., (1968). "Engineering Seismic Risk Analysis", Seismol. Soc. Amer. Bull., Vol. 58, No. 58,pp. 1503-1606.


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