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Landslides in the Sydney Basin - Geoscience Australia

Landslides in the Sydney Basin - Geoscience Australia

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Seismic Hazard <strong>in</strong> <strong>Sydney</strong>Proceed<strong>in</strong>gs of <strong>the</strong> one day workshopthat; 1) ground-motion <strong>in</strong> SEA appears to be consistently lower at almost all frequencies than <strong>in</strong> <strong>the</strong>highly deformed crust of WNA and; 2) low-frequency ground motion is similar to <strong>the</strong> Atk<strong>in</strong>son &Boore (1997) model near f = 1 Hz. This is of <strong>in</strong>terest because empirical studies on both <strong>the</strong> ENA(Atk<strong>in</strong>son, 2004) and SEA datasets yield similar attenuation near 1 Hz (Figure 2).Figure 4: Comparison of 5% damped RSA for <strong>the</strong> three North American ground-motion modelsand <strong>the</strong> stochastic SEA model. Near <strong>the</strong> seismic source (a), <strong>the</strong> SEA model is quite similar to <strong>the</strong>WNA model of Sadigh et al. (1997). With <strong>in</strong>creased distance <strong>the</strong> SEA model appears to predictlower ground-motions at most frequencies greater than about 2 Hz. For lower frequencies, <strong>the</strong>SEA model similar to <strong>the</strong> North American models, particularly at shorter hypocentral distances.Each of <strong>the</strong> predictive spectral plots assume an earthquake focal depth of 8 km.IMPLICATIONS FOR EARTHQUAKE HAZARDResults from <strong>the</strong> present study <strong>in</strong>dicate that ground-motion attenuation <strong>in</strong> SEA is higher thanpreviously assumed <strong>in</strong> many earthquake hazard and risk studies. Given earthquake hazard is def<strong>in</strong>edas <strong>the</strong> probability of a certa<strong>in</strong> level of ground-shak<strong>in</strong>g be<strong>in</strong>g exceeded at a site with<strong>in</strong> a certa<strong>in</strong> timeperiod, <strong>the</strong>se results have a significant impact of <strong>the</strong> level of hazard that a structure may be exposedto. We suggest that earthquake hazard <strong>in</strong> SEA is currently be<strong>in</strong>g overestimated us<strong>in</strong>g currentground-motion relationships, particularly at frequencies greater than 1 Hz.97

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