A probabilistic seismic hazard assessment for Greece and the surrounding region including site-specific considerations

A probabilistic approach was applied to map the seismic hazard in Greece and the surrounding region. The procedure does not require any specification of seismic sources or/and seismic zones and allows for the use of the whole seismological record, comprising both historical and instrumental data, available for the region of interest. The new seismic hazard map prepared for Greece and its vicinity specifies a 10% probability of exceedance of the given Peak Ground Acceleration (PGA) values for shallow seismicity and intermediate soil conditions for an exposure time of 50 years. When preparing the map, the new PGA attenuation relation given by Margaris et al. (2001) was employed. The new map shows a spatial distribution of the seismic hazard that corresponds well with the features of shallow seismicity within the examined region. It depicts the level of seismic hazard in which the exceedance of the PGA value of 0.25 g may be expected to occur within limited areas. The highest estimated levels of seismic hazard inside the territory of Greece are found in the Northern Sporades Islands, where PGA values in excess of 0.50 g are reached at individual sites, and in the Zante Island in Western Greece, where PGA values in the range of 0.35 g to 0.40 g are obtained at more numerous localities. High values are also observed in the sea between the Karpathos and Rhodes islands, near the Island of Amorgos (Cyclades Archipelago) and in the Southwestern Peloponnesus. The levels of seismic hazard at the sites of seven Greek cities (Athens, Jannena, Kalamata, Kozani, Larisa, Rhodes and Thessaloniki) were also estimated in terms of probabilities that a given PGA value will be exceeded at least once during a time interval of 1, 50 and 100 years at those sites. These probabilities were based on the maximum horizontal PGA values obtained by applying the design earthquake procedure, and the respective median values obtained were 0.24 g for Athens, 0.28 g for Jannena, 0.30 g for Kalamata, 0.21 g for Kozani, 0.24 g for Larisa, 0.43 g for Rhodes and 0.35 g for Thessaloniki. The probabilities of exceedance of the estimated maximum possible PGA value were also calculated for the cities to illustrate the uncertainty of maximum PGA assessment.

[1]  A. Kijko,et al.  An estimate of probabilistic seismic hazard for five cities in Greece by using the parametric-historic procedure , 2004 .

[2]  Robert A. Page,et al.  Aftershocks and microaftershocks of the great Alaska earthquake of 1964 , 1968 .

[3]  Andrzej Kijko,et al.  Parametric-historic Procedure for Probabilistic Seismic Hazard Analysis Part I: Estimation of Maximum Regional Magnitude mmax , 1998 .

[4]  P. Burton,et al.  Seismotectonics and the earthquake frequency–magnitude distribution in the Aegean area , 1989 .

[5]  J. Dewey,et al.  Aegean and surrounding regions: Complex multiplate and continuum tectonics in a convergent zone , 1979 .

[6]  Andrzej Kijko,et al.  "Parametric-historic" Procedure for Probabilistic Seismic Hazard Analysis Part II: Assessment of Seismic Hazard at Specified Site , 1999 .

[7]  P. Burton,et al.  Greek tectonics and seismicity , 1984 .

[8]  Theodoros M. Tsapanos,et al.  Seismic hazard evaluation for specific seismic regions of the world , 1991 .

[9]  P. Burton,et al.  SEISMIC HAZARD IN GREECE. II. GROUND ACCELERATION , 1985 .

[10]  B. Papazachos,et al.  Toward a homogeneous moment-magnitude determination for earthquakes in Greece and the surrounding area , 1997, Bulletin of the Seismological Society of America.

[11]  B. Papazachos,et al.  Geophysical and tectonic features of the Aegean Arc , 1971 .

[12]  K. Makropoulos Statistics of large earthquake magnitude and an evaluation of Greek seismicity , 1978 .

[13]  William T. Holmes,et al.  The 1997 NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures , 2000 .

[14]  D. Rinaldis,et al.  The Kalamata, Greece, Earthquake of September 13, 1986 , 1987 .

[15]  G. Grünthal,et al.  Probabilistic Seismic Hazard Assessment (Horizontal PGA) for Fennoscandia Using the Logic Tree Approach for Regionalization and Nonregionalization Models , 2001 .

[16]  B. Papazachos,et al.  Time-Independent and Time-Dependent Seismic Hazard in Greece Based on Seismogenic Sources , 2000 .

[17]  B. C. Papazachos,et al.  Surface fault traces and fault plane solutions of the May–June 1978 major shocks in the Thessaloniki area, Greece. , 1979 .

[18]  V. Pisarenko,et al.  Seismic Hazard for Selected Sites in Greece: A Bayesian Estimate of Seismic Peak Ground Acceleration , 2002 .

[19]  B. Papazachos,et al.  Earthquakes in Greece , 1940, Nature.

[20]  A. Kijko,et al.  Maximum likelihood estimation of earthquake hazard parameters in the Aegean area from mixed data , 1991 .

[21]  D. McKenzie Active tectonics of the Alpine—Himalayan belt: the Aegean Sea and surrounding regions , 1978 .

[22]  D. Slejko,et al.  Seismic hazard assessment in the Ionian Islands based on observed macroseismic intensities , 1996 .

[23]  B. Papazachos,et al.  Seismicity of the Eastern Mediterranean and Some Tectonic Features of the Mediterranean Ridge , 1972 .

[24]  B. N. Margaris,et al.  Regionalization of seismic hazard in Greece based on seismic sources , 1993 .

[25]  J. Bommer,et al.  PREDICTION OF HORIZONTAL RESPONSE SPECTRA IN EUROPE , 1996 .