File Reference: CCL-CE-2010-09-08-DSC02049 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02055 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02033 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02029 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02019 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02053 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02054 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02042 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02034 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02032 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02012 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02017 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02008 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02014 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02009 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02007 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02039 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02037 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02027 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02011 From the collection of Christchurch City Libraries
File Reference: CCL-CE-2010-09-08-DSC02048 From the collection of Christchurch City Libraries
A photograph of the badly-damaged ChristChurch Cathedral.
We present ground motion simulations of the Porters Pass (PP) fault in the Canterbury region of New Zealand; a major active source near Christchurch city. The active segment of the PP fault has an inferred length of 82 km and a mostly strike-slip sense of movement. The PP fault slip makes up approximately 10% of the total 37 mm/yr margin-parallel plate motion and also comprises a significant proportion of the total strain budget in regional tectonics. Given that the closest segment of the fault is less than 45 km from Christchurch city, the PP fault is crucial for accurate earthquake hazard assessment for this major population centre. We have employed the hybrid simulation methodology of Graves and Pitarka (2010, 2015), which combines low (f<1 Hz) and high (f>1 Hz) frequencies into a broadband spectrum. We have used validations from three moderate magnitude events (𝑀𝑤4.6 Sept 04, 2010; 𝑀𝑤4.6 Nov 06, 2010; 𝑀𝑤4.9 Apr 29, 2011) to build confidence for the 𝑀𝑤 > 7 PP simulations. Thus far, our simulations include multiple rupture scenarios which test the impacts of hypocentre location and the finite-fault stochastic rupture representation of the source itself. In particular, we have identified the need to use location-specific 1D 𝑉𝑠/𝑉𝑝 models for the high frequency part of the simulations to better match observations.
A written history of Copthorne Hotel on Durham, 335 Durham Street.
File Reference: CCL-CE-2013-09-30-EQNZ-2010.JPG Photo taken by G. Coster From the collection of Christchurch City Libraries
File Reference: CCL-CE-2013-09-30-EQNZ-2010.JPG Photo taken by G. Coster From the collection of Christchurch City Libraries
File Reference: CCL-CE-2013-09-30-EQNZ-2010.JPG Photo taken by G. Coster From the collection of Christchurch City Libraries
File Reference: CCL-CE-2013-09-30-EQNZ-2010.JPG Photo taken by G. Coster From the collection of Christchurch City Libraries
File Reference: CCL-CE-2013-09-30-EQNZ-2010.JPG Photo taken by G. Coster From the collection of Christchurch City Libraries
As a result of the Canterbury earthquakes, over 60% of the concrete buildings in the Christchurch Central Business District have been demolished. This experience has highlighted the need to provide guidance on the residual capacity and repairability of earthquake-damaged concrete buildings. Experience from 2010 Chile indicates that it is possible to repair severely damaged concrete elements (see photo at right), although limited testing has been performed on such repaired components. The first phase of this project is focused on the performance of two lightly-reinforced concrete walls that are being repaired and re-tested after damage sustained during previous testing.