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Deterministic Earthquake Scenarios for the City of Sofia
Authors:S Slavov  I Paskaleva  M Kouteva  F Vaccari  G F Panza
Institution:(1) Department of Physics, University of Sofia, Bulgaria;(2) Central Laboratory for Seismic Mechanics and Earthquake Engineering, Bulgarian Academy of Sciences, Sofia, Bulgaria;(3) Central Laboratory for Seismic Mechanics and Earthquake Engineering, Bulgarian Academy of Sciences, Acad. G. Bonchev str, bl. 3, 1113 Sofia, Bulgaria;(4) Department of Earthrsquo Sciences, University of Trieste, Italy, INGV - Osservatorio Vesuviano, Naples, Italy;(5) Department of Earthrsquo Sciences, University of Trieste, Italy, SAND Group - The Abdus Salam International Centre for Theoretical Physics, Trieste, Italy
Abstract:— The city of Sofia is exposed to a high seismic risk. Macroseismic intensities in the range of VIII – X (MSK) can be expected in the city. The earthquakes that can influence the hazard in Sofia originate either beneath the city or are caused by seismic sources located within a radius of 40 km. The city of Sofia is also prone to the remote Vrancea seismic zone in Romania, and particularly vulnerable are the long-period elements of the built environment. The high seismic risk and the lack of instrumental recordings of the regional seismicity make the use of appropriate credible earthquake scenarios and ground-motion modelling approaches for defining the seismic input for the city of Sofia necessary. Complete synthetic seismic signals, due to several earthquake scenarios, were computed along chosen geological profiles crossing the city, applying a hybrid technique, which combines the modal summation technique and finite differences. The modelling takes into account simultaneously the geotechnical properties of the site, the position and geometry of the seismic source and the mechanical properties of the propagation medium. Acceleration, velocity and displacement time histories and related quantities of earthquake engineering interest (e.g., response spectra, ground-motion amplification along the profiles) have been supplied. The approach applied in this study allows us to obtain the definition of the seismic input at low cost, exploiting large quantities of existing data (e.g. geotechnical, geological, seismological). It may be efficiently used to estimate the ground motion for the purposes of microzonation, urban planning, retrofitting or insurance of the built environment, etc.
Keywords:Seismic hazard  ground-motion modelling  hybrid approach  Sofia
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