1991
DOI: 10.1002/eqe.4290200606
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Magnitude reassessment of New Zealand earthquakes

Abstract: SUMMARYThe surface-wave magnitudes of a selection of New Zealand earthquakes have been determined on a consistent basis using the 'Prague formula' and station corrections. The earthquakes range in magnitude from about 5 to 7.8, covering the instrumental period . Magnitudes for many of the earlier events had not been properly determined previously; and some significant discrepancies from the traditional magnitudes were found.The use of European station data (160" < D < 175") is important to New Zealand because … Show more

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Cited by 19 publications
(15 citation statements)
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References 18 publications
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“…comm. ); M s 1 A (Dowrick & Smith 1990;Dowrick 1991); and (moment magnitude) M w 7.1 (Anderson et al 1993). The discrepancy between M w and M s values is unusual in that most other large South Island earthquakes that have been compared show closer agreement but with the M s value lower (Anderson et al 1993).…”
Section: Mainshock Source Parametersmentioning
confidence: 77%
“…comm. ); M s 1 A (Dowrick & Smith 1990;Dowrick 1991); and (moment magnitude) M w 7.1 (Anderson et al 1993). The discrepancy between M w and M s values is unusual in that most other large South Island earthquakes that have been compared show closer agreement but with the M s value lower (Anderson et al 1993).…”
Section: Mainshock Source Parametersmentioning
confidence: 77%
“…Focal mechanisms for New Zealand earthquakes are often difficult to determine reliably from P-wave first-motion data alone. Events smaller than magnitude 6 are generally too small for their first motions to be unambiguously recorded 5.8* 5.9 5.8 6.1 5.6* 5.8 7.4* 7.1 6.2' 6.3 5.5* 5.7 6.4* 6.5 7.2* 7.3 6.1* 6.1 6.0 6.2 6.7* 6.7 6.2 6.4 5.3t 5.8 5.6t 6.0 6.0t 5.9 * M,$ value from Dowrick & Smith (1990) or Dowrick (1991). t M,$ value from Preliminary Determination of Epicentres, Monthly bulletin, National Earthquake Information Service.…”
Section: Methodsmentioning
confidence: 99%
“…For the majority of events in the dataset, focal mechanism solutions exist, and for some, The shaded columns indicate the datasets used to derive the final predictive equations The columns L, W, h t , and h b correspond to the fault rupture length, rupture width, and depths to the top and bottom of the rupture surface respectively. Numbers in the Refs column correspond to the following references: (1) Anderson et al (1993), (2) Webb and Anderson (1998), (3) Dowrick and Rhoades (1998), (4) additional constraint is available in the form of spatial aftershock patterns, geodetic modelling, elastic dislocation modelling, Coulomb stress change modelling and considerations of structural geology. Information from the many references cited in Table 3 was extracted in order to determine the finite fault rupture parameters for each event.…”
Section: Strong Ground-motion Datasetmentioning
confidence: 99%