Abstract

This study proposes empirical ground motion models for a variety of non-spectral intensity measures and significant durations in New Zealand. Equations are presented for the prediction of the median and maximum rotated components of Arias intensity, cumulative absolute velocity, cumulative absolute velocity above a 5 cm/s2 acceleration threshold, peak incremental ground velocity, and the 5% to 75% and 5% to 95% significant durations. Recent research has highlighted the usefulness of these parameters in both structural and geotechnical engineering. The New Zealand Strong Motion Database provides the database for regression and includes many earthquakes from all regions of New Zealand with the exceptions of Auckland and Northland, Otago and Southland, and Taranaki. The functional forms for the proposed models are selected using cross validation. The possible influence of effects not typically included in ground motion models for these intensity measures is considered, such as hanging wall effects and basin depth effects, as well as altered attenuation in the Taupo Volcanic Zone. The selected functional forms include magnitude and rupture depth scaling, attenuation with distance, and shallow site effects. Finally, the spatial autocorrelation of the models’ within-event residuals is considered and recommendations are made for developing correlated maps of intensity predictions stochastically.

Highlights

  • BackgroundEmpirical ground motion models (GMMs) are a fundamental component of any probabilistic seismic hazard analysis (PSHA; [1])

  • intensity measures (IMs) fall into two broad categories: peak transient, which reflect some aspect of the strongest portion of shaking; and evolutionary, which incorporate the amplitude of motion over the entire course of shaking

  • In order to investigate the influence of RTVZ on the IMs and significant durations considered here, it must be calculated for all records in the New Zealand Strong Motion Database (NZSMD) and appended to their metadata

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Summary

Background

Empirical ground motion models (GMMs) are a fundamental component of any probabilistic seismic hazard analysis (PSHA; [1]). The publication of the New Zealand Strong Motion Database (NZSMD; [13]) presents an opportunity to GMMs for a variety of non-spectral IMs and significant durations for specific application in New Zealand. The raw database used in this study consists of 4,291 ground motion records from 276 earthquakes recorded at 398 sites in New Zealand, gathered from the NZSMD. McVerry et al [32] and Bradley [33] included special considerations for increased anelastic attenuation of seismic waves traveling through the TVZ, demonstrating its relevance to the development of New Zealand-specific GMMs. In order to investigate the influence of RTVZ on the IMs and significant durations considered here, it must be calculated for all records in the NZSMD and appended to their metadata. Most of the interface events included occurred in the Fiordland region, two from the Nelson and West Coast and four from the Wellington and Marlborough region are included

Regression Methodology
Findings
CONCLUDING REMARKS
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