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Research papers, University of Canterbury Library

1. Background and Objectives This poster presents results from ground motion simulations of small-to-moderate magnitude (3.5≤Mw≤5.0) earthquake events in the Canterbury, New Zealand region using the Graves and Pitarka (2010,2015) methodology. Subsequent investigation of systematic ground motion effects highlights the prediction bias in the simulations which are also benchmarked against empirical ground motion models (e.g. Bradley (2013)). In this study, 144 earthquake ruptures, modelled as point sources, are considered with 1924 quality-assured ground motions recorded across 45 strong motion stations throughout the Canterbury region, as shown in Figure 1. The majority of sources are Mw≥4.0 and have centroid depth (CD) 10km or shallower. Earthquake source descriptions were obtained from the GeoNet New Zealand earthquake catalogue. The ground motion simulations were performed within a computational domain of 140km x 120km x 46km with a finite difference grid spacing of 0.1km. The low-frequency (LF) simulations utilize the 3D Canterbury Velocity Model while the high-frequency (HF) simulations utilize a generic regional 1D velocity model. In the LF simulations, a minimum shear wave velocity of 500m/s is enforced, yielding a maximum frequency of 1.0Hz.

Images, eqnz.chch.2010

Demolition work on Brannigans building, Gloucester Street. File reference: CCL-2012-02-07-IMG_9204 From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Demolition work on Brannigans building, Gloucester Street. File reference: CCL-2012-02-07--IMG_9194 From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Demolition work on Brannigans building, Gloucester Street. File reference: CCL-2012-02-07-MG_9201 From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Demolition work on Brannigans building, Gloucester Street. File reference: CCL-2012-02-07-IMG_9203 From the collection of Christchurch City Libraries.