“…This method assumes two important restrictions: 1) The main axes of brittle deformation (strain) and the principal stresses are parallel, and 2) One of the strain-stress axes is vertical. Even Table 1 k′ parameter (e y / e z ) and normalized k′ values for the different strain regimes and number of focal mechanism used in this work (Dziewonski and Woodhouse, 1983), Italian INGV (Pondrelli et al, , 2004, the ETH-Zürich (Braunmiller et al, 2002), moment tensor project at IAG-Granada (Stich et al, 2003) and IGN-Madrid (Rueda and Mezcua, 2005). The final database contains 1608 earthquakes with Mw values between 2.6 and 7.5. though these conditions may seem very restrictive, the experience verified on this kind of analysis points to on the contrary.…”