STRONG-MOTION MODELING OF THE 1993 TIKOKINO EARTHQUAKE, SOUTHERN HAWKES BAY, NEW-ZEALAND

Citation
Re. Abercrombie et Ra. Benites, STRONG-MOTION MODELING OF THE 1993 TIKOKINO EARTHQUAKE, SOUTHERN HAWKES BAY, NEW-ZEALAND, New Zealand Journal of Geology and Geophysics, 41(3), 1998, pp. 259-270
Citations number
40
Categorie Soggetti
Geosciences, Interdisciplinary",Geology
ISSN journal
00288306
Volume
41
Issue
3
Year of publication
1998
Pages
259 - 270
Database
ISI
SICI code
0028-8306(1998)41:3<259:SMOT1T>2.0.ZU;2-H
Abstract
The 1993 Tikokino, New Zealand earthquake (M-L 6.1) is modelled as a u nilateral rupture, exhibiting clear source directivity to the south. T he earthquake was recorded by four strong motion stations within 30 km : Waipawa to the south, and three sites in Napier and Hastings to the northeast. The shorter duration and greater amplitudes (by a factor of 10) observed at Waipawa with respect to the other stations provide cl ear evidence for the southward rupture direction. The Tikokino earthqu ake occurred on a shallow dipping, oblique reverse fault, and probably represents movement at the plate interface. A high rupture velocity i s required to match the distribution of observed ground shaking, and t he rupture area is constrained to be c. 7 x 2 km(2). The moment of the preferred model is 1.1 x 10(18) Nm (M-w 6.0) and the stress drop abou t 35 MPa. This high average stress drop is consistent with the rupture being confined to an isolated asperity. The model used consists of a finite, rectangular fault rupturing with prescribed velocity and direc tion, and with uniform slip. The fault is embedded in a planar layered seismic velocity structure. The ability of the model to match the pri ncipal features of the observed seismograms suggests that it will be a useful tool in the prediction of strong ground motion for seismic haz ard studies in the region.