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Geophysical data acquisition - OGS

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The Marche Microzonation Project is a two-year research project, whose general<br />

objective is the detailed microzonation of some selected cities of the Marche<br />

Region. The <strong>OGS</strong> contribution develops within the second year of the project. The<br />

aim is to perform a detailed simulation of the ground motion and site response<br />

analysis for the cities of Treia (MC) and Cagli (PS). Numerical simulations are<br />

performed using the SPEM. The reference event is a M=5.7 earthquake, and it is<br />

associated to two normal faults located beneath the cities, respectively. The second<br />

Figure shows a wavefield snapshot for the simulations performed for Treia.<br />

Marche<br />

Microzonation<br />

Project. Wavefield<br />

snapshot (P-SV<br />

acceleration) of the<br />

SPEM simulation<br />

performed for the<br />

town of Treia<br />

(Macerata, Marche,<br />

Italy). The locations<br />

of the town and<br />

source are<br />

indicated at the top<br />

and by the couple<br />

of arrows,<br />

respectively.<br />

Within the project entitled Damage Scenarios in the Veneto-Friuli Area, the<br />

activity of the first year aims at building-up a ground shaking scenario at a regional<br />

scale for the area surrounding the town of Vittorio Veneto. The reference<br />

earthquake is the M=5.8 event, which occurred in “Cansiglio” on October 14, 1936.<br />

The associated fault mechanism is oblique, with a strong character of reverse fault.<br />

Both point source models and rupture propagation along an extended fault are<br />

considered. The dominant feature of the geological structure is the thrust<br />

corresponding to the Alpago-Cansiglio highlands, the southern edge of which<br />

features a very steep change of elevation. The reference earthquake is associated to<br />

this thrust. The particular location of the source, which is rather deep and right in<br />

the middle of a structural discontinuity, makes it possible to tackle this study with<br />

a non classical approach, that is differentiating the surface structure and top<br />

elevation in different zones, i.e., the plane area, the foot-hill zone, the alpine<br />

valleys, and the mountain area, respectively. The areas of maximum ground<br />

shaking predicted in this way agree very well with those observed in the<br />

macroseismic field (third Figure) even just by using a point source.<br />

31

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