Earthquake hazard parameters estimated in Crete Island and the adjacent area

Authors
Citation
Tm. Tsapanos, Earthquake hazard parameters estimated in Crete Island and the adjacent area, PUR A GEOPH, 158(9-10), 2001, pp. 1691-1718
Citations number
29
Categorie Soggetti
Earth Sciences
Journal title
PURE AND APPLIED GEOPHYSICS
ISSN journal
00334553 → ACNP
Volume
158
Issue
9-10
Year of publication
2001
Pages
1691 - 1718
Database
ISI
SICI code
0033-4553(200109)158:9-10<1691:EHPEIC>2.0.ZU;2-9
Abstract
Earthquake hazard parameters are estimated by the application of the maximu m likelihood method. The technique is based on a procedure which utilizes d ata of different quality, e.g., those in which the uncertainty in the asses sment of the magnitudes is great and those in which the magnitudes are comp uted with great precision. In other words the data were extracted from both historical (incomplete) and recorded (complete) files. The historical part of the catalogue contains only the strongest events, whereas the complete part can be divided into several sub-catalogues; each one assumed to be com plete above a specified magnitude threshold. Uncertainty in the determinati on of magnitudes has also been taken into account. The method allows us to estimate the earthquake hazard parameters which are the maximum regional ma gnitude, M-max, the activity rate, gimel, of the seismic events and the wel l known value beta (b = beta log e), which is the slope of the magnitude-fr equency relationship. All these parameters are of physical significance. Th e mean return periods, RP, of earthquakes with a certain lower magnitude M greater than or equal to m are also determined. The method is applied in th e Island of Crete and the adjacent area, where catastrophic earthquakes are known from the historical era. The earthquake hazard of the whole area is divided in a cellular manner which allow the analysis of the localized haza rd parameters and the representation of their regional variation. The seism ic hazard analysis, which is expressed by: (a) The annual probability of ex ceedance of a specified value of magnitude and (b) the return periods (in y ears) that are expected for given magnitudes, for shallow events is finally performed for shallow events. This hazard analysis is useful for both theo retical and practical reasons and provides a tool for earthquake resistant design in both areas of low and high seismicity.