The analyzed lifelines were: roads, railways, waterworks and electrical properties. The Systemic Seismic Vulnerability was carried out in the following phases:
– Analysis and verification of available data;
– Research of sistemic vulnerability models (in non-urban environment) ;
– Development of the most suitable model, in function of the available data and the level of analysis to be carried out.
The project results were the probability values for reaching or exceeding certain damage levels for the roads, railways, waterworks and electrical properties falling in the town of Potenza, in non-urban environment.
To the damage levels correspond service levels, i.e. the infrastructure utilization.
The probability for the different damage levels has been obtained through the fragility curves and the log-normal cumulative distributions, for reaching or exceeding different damage conditions, given the value of the ground shaking. These curves have been obtained through statistical analysis of the damage caused by earthquakes carried out by the Federal Emergency Management Agency – FEMA (American Civil Protection), reused and corrected for the European infrastructure in the RISK-UE project.
In general, the networks analyzed showed a good behavior for the above seismic scenario: the maximum probability is of 70% and can be reached just in some cases for low damage levels, involving at most a slight reduction in the use of the infrastructure. For moderate damage levels the probability of 20% is not generally exceeded. The evaluation of the shaking does not take into account, however, any site effects due to the lithology and the phenomena of seismic amplification due to the morphology (basins, ridges). In order to use the fragility curves, it is made the hypothesis of rigid ground for the application of seismic motion attenuation relationships necessary to get the ground shaking in terms of Peak Ground Acceleration (PGA), Peak Ground Velocity (PGV), Peak Ground Displacement (PGD) from the magnitude of the epicenter.