1992
DOI: 10.1016/0013-7952(92)90034-v
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Intensity versus ground motion: A new approach using Italian data

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Cited by 128 publications
(86 citation statements)
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“…However, if one considers the macroseismic field of E1693 and makes use of a proper PGA-I regression relationship, one can estimate the PGA values of E1693 in the area off Augusta where the slides are supposedly located. In literature there are several regression laws computed for the Italian territory (see Chiaruttini and Siro, 1981;Margottini et al, 1992;Decanini et al, 1995;Faccioli and Cauzzi, 2006;Faenza and Michelini, 2010;Caprio et al, 2015). If we use the relation computed recently by Paparo and Tinti (2017), one sees that in correspondence of an MCS intensity XI, the PGA is 0.51 g, much larger than the value associated with the third seismic zone.…”
Section: Stability Analysis Of the Hme Slopes Off Augusta Baymentioning
confidence: 95%
“…However, if one considers the macroseismic field of E1693 and makes use of a proper PGA-I regression relationship, one can estimate the PGA values of E1693 in the area off Augusta where the slides are supposedly located. In literature there are several regression laws computed for the Italian territory (see Chiaruttini and Siro, 1981;Margottini et al, 1992;Decanini et al, 1995;Faccioli and Cauzzi, 2006;Faenza and Michelini, 2010;Caprio et al, 2015). If we use the relation computed recently by Paparo and Tinti (2017), one sees that in correspondence of an MCS intensity XI, the PGA is 0.51 g, much larger than the value associated with the third seismic zone.…”
Section: Stability Analysis Of the Hme Slopes Off Augusta Baymentioning
confidence: 95%
“…El valor pico de la aceleración del suelo (PGA) es un parámetro fundamental en muchos estudios de peligrosidad (p.e., Campbell, 1981;Boore & Joyner, 1982;Margottini et al, 1992;Karim, & Yamazaki, 2002;Ambraseys et al, 2005), y en los códigos sísmicos. Por ejemplo, el español (NCSE-02, 2002) usa la aceleración básica para escalar los espectros de respuesta de cálculo en cada emplazamiento.…”
Section: Parámetros Cinemáticos Del Movimiento Del Suelounclassified
“…During the last decades, many attempts were made to develop region specific ESP-intensity relationships (Ambraseys, 1974;Atkinson and Kaka, 2007;Atkinson and Sonley, 2000;Cabanas et al, 1997;Kaka and Atkinson, 2004;Kaliopoulos et al, 1998;Margottini et al, 1992;Murphy and O'Brien, 1977;Panza et al, 1997;Schenk et al, 1990;Trifunac and Brady, 1975;Wald et al, 1999b;Wu et al, 2003). These studies are region specific, and the proposed ESP-intensity relationships are suitable to that particular seismotectonic and building characteristics of the regions.…”
Section: Intensity Relationsmentioning
confidence: 99%