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Images, UC QuakeStudies

A photograph of the north side of the ChristChurch Cathedral with the Citizen's Memorial to the left. The roof of the cathedral has been damaged, and many of the doors and windows boarded up. On the memorial, the angel's waist and neck have been braced to keep her standing.

Images, UC QuakeStudies

Members of the public take photographs of the damaged Christ Church Cathedral. A walkway from Gloucester Street to the Square was opened up for a few days to allow the public a closer look at the cathedral. The tower and the front wall of the building have partially collapsed. Steel bracing has been added to the front wall for support.

Images, UC QuakeStudies

Members of the public take photographs of the damaged Christ Church Cathedral. A walkway from Gloucester Street to the Square was opened up for a few days to allow the public a closer look at the cathedral. The tower and the front wall of the building have partially collapsed. Steel bracing has been added to the front wall for support.

Images, UC QuakeStudies

A photograph of the earthquake damage to a shop on Colombo Street. Part of the closest brick wall of the building has collapsed and the bricks have spilled onto the ground in front of the building. "No go" has been spray-painted on the footpath in the foreground of the photograph.

Audio, Radio New Zealand

Days after the city of Christchurch was devastated by a 6.3 magnitude earthquake, This Way Up's presenter Simon Morton traverses the city using the Avon River as his route. Travelling on a bicycle from the source of the Avon in the West to Heathcote Estuary in the East, where the Avon meets the Pacific, everyone has a story to tell.

Audio, Radio New Zealand

Days after the city of Christchurch was devastated by a 6.3 magnitude earthquake, This Way Up's presenter Simon Morton traverses the city using the Avon River as his route. Travelling on a bicycle from the source of the Avon in the West to Heathcote Estuary in the East, where the Avon meets the Pacific, everyone has a story to tell.

Images, UC QuakeStudies

Members of the public take photographs of the damaged Christ Church Cathedral. A walkway from Gloucester Street to the Square was opened up for a few days to allow the public a closer look at the cathedral. The tower and the front wall of the building have partially collapsed. Steel bracing has been added to the front wall for support.

Audio, Radio New Zealand

The Duke of Cambridge will meet with survivors of the mosque attacks and members of the public during his second day in Christchurch today. Prince William is visiting the city to pay respects to the survivors of the massacre and those first on the scene on March the 15th. He'll also lay a wreath at the Canterbury earthquake memorial.

Images, UC QuakeStudies

An aerial photograph of the Christchurch central city. The photograph is captioned by BeckerFraserPhotos, "Brannigans building is in the centre of the photograph with Gloucester Street running through the middle of the photograph. The photograph shows the rear of the building".

Images, UC QuakeStudies

An aerial photograph captioned by BeckerFraserPhotos, "A detail from a larger aerial photograph showing Hereford Street running from the top left of the photo to the bottom middle of the photo. The Occidental Hotel used to be to the right of the blue building in the middle of the photo".

Images, UC QuakeStudies

Damage to the front gable of the Durham Street Methodist Church. Masonry has fallen from the top of the gable, and the resulting gap has been weather proofed with plywood, tarpaulins and metal tiles. The steel bracing propping the whole front wall can be seen at the bottom of the photograph.

Videos, UC QuakeStudies

A video of a tour of the Christchurch Arts Centre, lead by Director Ken Franklin. Franklin talks about the strengthening work which was done to the Arts Centre before the earthquakes, the damage caused by the 4 September 2010 earthquake, and the importance of preserving the character of the buildings.

Images, UC QuakeStudies

A photograph of the earthquake damage to a block of buildings in central Christchurch. The basement of the buildings have collapsed and the concrete blocks have spilled into the car park. Large cracks have also formed in between the blocks in the walls of the building to the left.

Images, UC QuakeStudies

Members of the public take photographs of the damaged Christ Church Cathedral. A walkway from Gloucester Street to the Square was opened up for a few days to allow the public a closer look at the cathedral. The tower and the front wall of the building have partially collapsed. Steel bracing has been added to the front wall for support.

Images, UC QuakeStudies

The north end of the bridge on Gayhurst Road. During the earthquake, the bridge was forced about 15 centimetres towards the river, the land falling away under the road. Fencing has been placed around the footpath, and the road filled and resealed so that it can still be used by traffic.

Images, UC QuakeStudies

A photograph of the earthquake-damage to the Quinn's clothing store on Papanui Road. The front wall of the building has crumbled, the bricks and other rubble falling onto the footpath and street below. The inside of the second storey can now clearly be seen from the street.

Images, UC QuakeStudies

A photograph of the earthquake damage to the Asko Design building on Victoria Street. The top of the facade has crumpled, falling onto the awning and street. A broken gutter is visible on the building to the left. Two men are working on the awning of the smaller building.

Images, UC QuakeStudies

The facade of the building housing the Daily Bagel and the Covent Fruit Centre has fallen away, leaving the building unstable and dangerous. The front wall has toppled onto the footpath leaving a pile of bricks. The front windows of this and surrounding buildings have been spray-painted with USAR codes 'No Go' and the times they were checked.

Audio, Radio New Zealand

Hon SIMON BRIDGES to the Prime Minister: Does she stand by all her Government’s policies and actions? KIRITAPU ALLAN to the Minister of Finance: What reports has he seen on the need for innovation in the New Zealand economy? Hon AMY ADAMS to the Minister of Finance: Does he agree with the Prime Minister’s comment, “I absolutely believe that our agenda will grow the economy, will make sure businesses are in a position to grow and prosper, because I need that economic growth to be able to lift the well-being of all New Zealanders”? Hon PAUL GOLDSMITH to the Minister for Economic Development: Does he still think the ANZ survey of business confidence is junk? Dr DUNCAN WEBB to the Minister of Justice: What recent announcements has he made about the Family Court? Hon MICHAEL WOODHOUSE to the Minister of Immigration: Does he stand by all of his statements and actions? JONATHAN YOUNG to the Minister of Energy and Resources: What advice, if any, did she receive in respect of the obligation to act in accordance with the Minerals Programme for Petroleum regarding the Government’s decision to offer no new offshore permits? ANDREW BAYLY to the Minister for Building and Construction: What procedures, if any, will she put into place to ensure Government agencies adhere to MBIE’s Government procurement guidelines for construction projects? Hon Dr NICK SMITH to the Minister of Justice: Does he stand by all of his statements on the Electoral (Integrity) Amendment Bill and the potential chilling effect it will have on the expression of dissenting views? CHRIS BISHOP to the Minister of Internal Affairs: Does she stand by all her statements around the Government inquiry into the appointment of the Deputy Commissioner of Police? Dr LIZ CRAIG to the Minister of Health: What confidence can the public take from the review of the National Bowel Screening Programme that was released this morning? STUART SMITH to the Minister of Justice: What advice, if any, has he received on the need for the Canterbury Earthquakes Insurance Tribunal?

Audio, Radio New Zealand

Hon PAULA BENNETT to the Prime Minister: Does she stand by all her statements? Dr DEBORAH RUSSELL to the Minister of Finance: What does the Treasury’s 2018 Investment Statement show about the state of the Government’s balance sheet? Hon AMY ADAMS to the Minister of Finance: How much capital expenditure is this Government forecast to spend in the period 2018-2022 compared to the previous Government over these same years, and how much of the difference is funded by an increase in debt? Hon PAUL GOLDSMITH to the Minister for Economic Development: Does this Government have a broad economic development strategy; if so, what is it? Dr DUNCAN WEBB to the Minister responsible for the Earthquake Commission: What announcements has the Government made about changes to how the Earthquake Commission operates? Hon DAVID BENNETT to the Minister of Corrections: Does he stand by his statement on the Marae programme that “the problem right now is that corrections doesn’t have any flexibility…we’re in a real bind”? Hon SCOTT SIMPSON to the Associate Minister for the Environment: Does she agree with the statements in the Annual Report of the Environmental Protection Authority, “we have our share of science deniers, who oppose fluoride, 1080, vaccinations, glyphosate, genetic modification, and much more” and “our Chief Scientist is prominent in emphasising the evidence, data, and science that underpins EPA decision making”; if so, why? JENNY MARCROFT to the Minister for Regional Economic Development: What recent announcements has he made pertaining to the Provincial Growth Fund? SIMEON BROWN to the Minister of Justice: Should maximum legislated sentences reflect the seriousness of the crime committed? Hon NICKY WAGNER to the Minister for Greater Christchurch Regeneration: Does she stand by all her answers to written questions? ANGIE WARREN-CLARK to the Minister for the Environment: What does he think New Zealanders have to celebrate on World Water Day? MELISSA LEE to the Minister of Broadcasting, Communications and Digital Media: Does she stand by all her Government’s policies and actions in the Broadcasting, Communications and Digital Media portfolio?

Research papers, University of Canterbury Library

The nonlinear dynamic soil-foundation-structure interaction (SFSI) can signifi cantly affect the seismic response of buildings, causing additional deformation modes, damage and repair costs. Because of nonlinear foundation behaviour and interactions, the seismic demand on the superstructure may considerably change, and also permanent deformations at the foundation level may occur. Although SFSI effects may be benefi cial to the superstructure performance, any advantage would be of little structural value unless the phenomenon can be reliably controlled and exploited. Detrimental SFSI effects may also occur, including acceleration and displacement response ampli cation and differential settlements, which would be unconservative to neglect. The lack of proper understanding of the phenomenon and the limited available simpli ed tools accounting for SFSI have been major obstacles to the implementation of integrated design and assessment procedures into the everyday practice. In this study concepts, ideas and practical tools (inelastic spectra) for the seismic design and assessment of integrated foundation-superstructure systems are presented, with the aim to explicitly consider the impact of nonlinearities occurring at the soil-foundation interface on the building response within an integrated approach, where the foundation soil and superstructure are considered as part of an integrated system when evaluating the seismic response, working synergically for the achievement of a target global performance. A conceptual performance-based framework for the seismic design and assessment of integrated foundation-superstructure systems is developed. The framework is based on the use of peak and residual response parameters for both the superstructure and the foundation, which are then combined to produce the system performance matrix. Each performance matrix allows for worsening of the performance when different contributions are combined. An attempt is made to test the framework by using case histories from the 2011 Christchurch earthquake, which are previously shown to have been severely affected by nonlinear SFSI. The application highlights the framework sensitivity to the adopted performance limit states, which must be realistic for a reliable evaluation of the system performance. Constant ductility and constant strength inelastic spectra are generated for nonlinear SFSI systems (SDOF nonlinear superstructure and 3DOF foundation allowing for uplift and soil yielding), representing multistorey RC buildings with shallow rigid foundations supported by cohesive soils. Different ductilities/strengths, hysteretic rules (Bi-linear, Takeda and Flag-Shape), soil stiffness and strength and bearing capacity factors are considered. Footings and raft foundations are investigated, characterized respectively by constant (3 and 8) and typically large bearing capacity factors. It is confi rmed that when SFSI is considered, the superstructure yielding force needed to satisfy a target ductility for a new building changes, and that similarly, for an existing building, the ductility demand on a building of a given strength varies. The extent of change of seismic response with respect to xed-base (FB) conditions depends on the class of soils considered, and on the bearing capacity factor (SF). For SF equal to 3, the stiffer soils enhance the nonlinear rotational foundation behaviour and are associated with reduced settlement, while the softer ones are associated with increased settlement response but not signi ficant rotational behaviour. On average terms, for the simplifi ed models considered, SFSI is found to be bene cial to the superstructure performance in terms of acceleration and superstructure displacement demand, although exceptions are recorded due to ground motion variability. Conversely, in terms of total displacement, a signi cant response increase is observed. The larger the bearing capacity factor, the more the SFSI response approaches the FB system. For raft foundation buildings, characterized by large bearing capacity factors, the impact of foundation response is mostly elastic, and the system on average approaches FB conditions. Well de fined displacement participation factors to the peak total lateral displacement are observed for the different contributions (i.e. peak foundation rotation and translation and superstructure displacement). While the superstructure and foundation rotation show compensating trends, the foundation translation contribution varies as a function of the moment-to-shear ratio, becoming negligible in the medium-to-long periods. The longer the superstructure FB period, the less the foundation response is signifi cant. The larger the excitation level and the less ductile the superstructure, the larger the foundation contribution to the total lateral displacement, and the less the superstructure contribution. In terms of hysteretic behaviour, its impact is larger when the superstructure response is more signifi cant, i.e. for the softer/weaker soils and larger ductilities. Particularly, for the Flag Shape rule, larger superstructure displacement participation factors and smaller foundation contributions are recorded. In terms of residual displacements, the total residual-to-maximum ratios are similar in amplitudes and trends to the corresponding FB system responses, with the foundation and superstructure contributions showing complementary trends. The impact of nonlinear SFSI is especially important for the Flag Shape hysteresis rule, which would not otherwise suffer of any permanent deformations. By using the generated peak and residual inelastic spectra (i.e. inelastic acceleration/ displacement modifi cation factor spectra, and/or participation factor and residual spectra), conceptual simplifi ed procedures for the seismic design and assessment of integrated foundation-superstructure systems are presented. The residual displacements at both the superstructure and foundation levels are explicitly considered. Both the force- and displacement-based approaches are explored. The procedures are de fined to be complementary to the previously proposed integrated performance-based framework. The use of participation factor spectra allows the designer to easily visualize the response of the system components, and could assist the decision making process of both the design and assessment of SFSI systems. The presented numerical results have been obtained using simpli ed models, assuming rigid foundation behaviour and neglecting P-Delta effects. The consideration of more complex systems including asymmetry in stiffness, mass, axial load and ground conditions with a exible foundation layout would highlight detrimental SFSI effects as related to induced differential settlements, while accounting for PDelta effects would further amplify the displacement response. Also, the adopted acceleration records were selected and scaled to match conventional design spectra, thus not representing any response ampli cation in the medium-to-long period range which could as well cause detrimental SFSI effects. While these limitations should be the subject of further research, this study makes a step forward to the understanding of SFSI phenomenon and its incorporation into performance-based design/assessment considerations.