International Scholarly Research Notices / 2012 / Article / Tab 2

Research Article

Some Remarks on the Seismic Demand Estimation in the Context of Vulnerability Assessment of Large Steel Storage Tank Facilities

Table 2

Subset of ground motion records used for demand analysis.

StationEarthquakeDataNationMwEpicentral distance (km)PGA*Type of soil

000113Friuli (aftershock)11/09/1976Italy5.3210.17gStiff
000120Friuli (aftershock)11/09/1976Italy5.5150.09gStiff
000123Friuli (aftershock)11/09/1976Italy5.5150.23gStiff
000159Friuli (aftershock)16/09/1977Italy5.470.24gStiff
000196Montenegro15/04/1979Yugoslavia6.9250.45gStiff
000197Montenegro15/04/1979Yugoslavia6.9240.29gStiff
000202Montenegro15/04/1979Yugoslavia6.9560.06gStiff
000239Dursunbey18/07/1979Turkey5.360.29gStiff
000244Valnerina19/09/1979Italy5.8390.04gStiff
000291Campano Lucano23/11/1980Italy6.9160.18gStiff
000295Campano Lucano23/11/1980Italy6.9580.05gStiff
000336Preveza10/03/1981Greece5.4280.14gStiff
000376Lazio Abruzzo07/05/1984Italy5.9690.02gStiff
000536Erzincan13/03/1992Turkey6.6650.03gStiff
000584South Aegean23/05/1994Greece6.1640.06gStiff
000595Umbria Marche26/09/1997Italy5.7250.05gStiff
000947Potenza05/05/1990Italy5.8280.10gStiff
001862Aetolia18/05/1988Greece5.3200.06gStiff
001863Aetolia22/05/1988Greece5.4210.04gStiff
006264South Iceland17/6/2000Iceland6.5520.07gStiff

* g  m/ .