1994
DOI: 10.1029/93gl03159
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Correction to “Regional moment: Magnitude relations for earthquakes and explosions”

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Cited by 16 publications
(15 citation statements)
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“…Practical problems, such as seismic hazard assessment, necessitate use of homogenized catalog. Since M W does not saturate, this is the most reliable magnitude for describing the size of an earthquake (Scordilis 2006 (Nuttli 1983;Giardini 1984;Heaton et al 1986;Patton and Walter 1993;Johnston 1996;Papazachos et al 2002;Scordilis 2006;Thingbaijam et al 2008; among many others). In this study, two methods for magnitude conversion were used; one based on Scordilis (2006) and the other using the developed correlations from the data available for the study area (as detailed below).…”
Section: Homogenization Of Earthquake Magnitudementioning
confidence: 94%
“…Practical problems, such as seismic hazard assessment, necessitate use of homogenized catalog. Since M W does not saturate, this is the most reliable magnitude for describing the size of an earthquake (Scordilis 2006 (Nuttli 1983;Giardini 1984;Heaton et al 1986;Patton and Walter 1993;Johnston 1996;Papazachos et al 2002;Scordilis 2006;Thingbaijam et al 2008; among many others). In this study, two methods for magnitude conversion were used; one based on Scordilis (2006) and the other using the developed correlations from the data available for the study area (as detailed below).…”
Section: Homogenization Of Earthquake Magnitudementioning
confidence: 94%
“…As the moment magnitude (M W ) scale is the most advanced and widely used magnitude scale, the original magnitudes of Indian earthquakes in different time periods have been converted to unified M W magnitudes. Several relations were proposed by different researchers to convert different magnitude scales to M W (Nuttli 1983;Giardini 1984;Kiratzi et al 1985;Heaton et al 1986;Patton and Walter 1993;Johnston 1996;Papazachos et al 1997;Scordilis 2006;Thingbaijam et al 2008;and Kolathayar et al 2011, among many others). Based on the earthquake data available from India and the adjoining area, Kolathayar et al errors and source characters such as stress drop, fault geometry, etc.…”
Section: Homogenization Of the Catalogmentioning
confidence: 98%
“…However, the ratio of the explosion to earthquake moment also contributes to the relative Rayleigh-wave amplitude from each source. Patton and Walter (1993) perform an analysis that is similar to that of Stevens and Day (1985) that allows us to investigate the ratio of the seismic moments in equation (16). Patton and Walter (1993) investigate the relationship Stevens and McLaughlin (2001) clearly shows that the seismic moment for earthquakes are greater than those for explosions at a given m b .…”
Section: Maximum Expected Amplitudes For Rayleigh Waves From Explosionsmentioning
confidence: 99%
“…Patton and Walter (1993) perform an analysis that is similar to that of Stevens and Day (1985) that allows us to investigate the ratio of the seismic moments in equation (16). Patton and Walter (1993) investigate the relationship Stevens and McLaughlin (2001) clearly shows that the seismic moment for earthquakes are greater than those for explosions at a given m b . This implies that in general the assumption of greater Rayleigh-wave amplitudes from an earthquake relative to an explosion used in the PXD method as illustrated in Figure 3 is valid.…”
Section: Maximum Expected Amplitudes For Rayleigh Waves From Explosionsmentioning
confidence: 99%