1985
DOI: 10.1016/0040-1951(85)90118-0
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Average seismic source-parameter relations for plate-margin earthquakes

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Cited by 83 publications
(95 citation statements)
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“…The relationship is also comparable to that found for eastern Canada (Hasegawa, 1983), whereas for the western United States an equivalent local magnitude corresponds to a seismic moment one order larger (Wyss and Brune, 1968;Hanks and Boore, 1984). A change in the moment-magnitude relation at a seismic moment between 1021 and 10" dyn cm, suggested in several investigations (Street et al, 1975;Hasegawa, 1983;Nuttli, 1983), could not be observed with confidence in this study due to the small numbers of large events.…”
Section: Seismic Moment -Corner Frequency Relationsupporting
confidence: 86%
“…The relationship is also comparable to that found for eastern Canada (Hasegawa, 1983), whereas for the western United States an equivalent local magnitude corresponds to a seismic moment one order larger (Wyss and Brune, 1968;Hanks and Boore, 1984). A change in the moment-magnitude relation at a seismic moment between 1021 and 10" dyn cm, suggested in several investigations (Street et al, 1975;Hasegawa, 1983;Nuttli, 1983), could not be observed with confidence in this study due to the small numbers of large events.…”
Section: Seismic Moment -Corner Frequency Relationsupporting
confidence: 86%
“…Because of corner frequency effects for earthquakes and m b measurement procedures, there should be a change in slope for regressed M s (VMAX) versus m b near m b 5 (Nuttli, 1983). As shown in Figure 14, the slope for the best-fit regressions above m b 5 is 1.46 with a standard deviation of 0.21 m.u.…”
Section: Discussionmentioning
confidence: 98%
“…Magnitudes of all events range between 4.0 and 7.0. For events prior to the CMT catalogue, M 0 was determined from either M s or m b using the relationships in Nuttli (1985).…”
Section: Earthquake Datamentioning
confidence: 99%