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Images for Hotel Grand Chancellor Christchurch; more images...

Images, eqnz.chch.2010

Hotel Grand Chancellor on verge of collapse but still standing after the 6.3 magnitude quake hit Christchurch on 22 February 2011 because of concrete being poured into the lower floors.

Videos, UC QuakeStudies

A video of an interview with Earthquake Recovery Minister Gerry Brownlee and Frank Delli Cicchi, the Grand Central Group Australian and New Zealand general manager, about the demolition of the Hotel Grand Chancellor. The Grand Chancellor is the tallest building in Christchurch, and was severely damaged during the 22 February 2011 earthquake. Fletcher Construction have been chosen to demolish the building.

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone. The video includes footage of Colombo Street, ChristChurch Cathedral, Warners Hotel, the Hotel Grand Chancellor, Cashel Mall, the former Bus Exchange, Tuam Street, Manchester Street, the Mackenzie & Willis store, High Street, Plume, and The Globe café.

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone. The video includes footage of Cathedral Square, Hereford Street, the Hotel Grand Chancellor, High Street mall, Gloucester Street, Worcester Street, Latimer Square, and AMI House.

Images, eqnz.chch.2010

Damage to the Hotel Grand Chancellor can be seen in the middle. At the bottom left is the lift shaft (now fully demolished) of the CTV building which claimed over 100 lives when it collapsed in the earthquake. Taken during a scenic flight over Christchurch, New Zealand, 3 months after the deadly earthquake of 22 February, 2011. Much of the inn...

Images, eqnz.chch.2010

Hotel Grand Chancellor - Leaning 1m to the east, demolition will start about mid June and is expected to take 10 months to complete at a cost of approx NZ$10m. It will be the biggest & tallest demolition project in New Zealand. Taken during a scenic flight over Christchurch, New Zealand, 3 months after the deadly earthquake of 22 February, ...

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone. The video includes footage of the Hotel Grand Chancellor, Victoria Square, the Forsyth Barr building, Colombo Street, Gloucester Street, Cathedral Square, the BNZ building, Cashel Mall, and the Kathmandu store on High Street.

Images, eqnz.chch.2010

Much of the CBD is still cordoned off and without power (as you should be able to spot) as a result of the damage caused by February's deadly earthquake. This photo clearly shows the extent of the lean that the Hotel Grand Chancellor is now on. Apparently it is out by 1m at the top leaning east. Demolition will start about mid June and is expec...

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone. The video includes footage of the cordon checkpoint on Armagh Street, Oxford Terrace, Colombo Street, the Edmond's Band Rotunda, Manchester Street, Gloucester Street, Worcester Street, the Octagon Live restaurant, Hereford Street, Bedford Row, the Hotel Grand Chancellor, and High Street.

Videos, UC QuakeStudies

Aerial footage of the Christchurch central city. The video includes footage of the Hotel Grand Chancellor, the Cathedral of the Blessed Sacrament, Manchester Street, the former Press Building, Worcester Street, Cathedral Square, St Elmo Courts, Cashel Mall, St John the Baptist Church hall, the Regent Theatre, the Arts Centre, Woolsack Lane, and the Farmers car park.

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone. The video includes footage of Armagh Street, Madras Street, Latimer Square, St John's Anglican Church, Hereford Street, the Octagon Live restaurant, the Design and Arts building, the High Street mall, and the Grand Chancellor Hotel. It also includes footage of construction workers cutting up metal beams, and clearing rubble from a building on Manchester Street.

Videos, UC QuakeStudies

A video of a tour through the Christchurch central city Red Zone in January 2011. The video includes footage of the Edmond's Band Rotunda on Cambridge Terrace, the Crowne Plaza Hotel on Kilmore Street, the Hotel Grand Chancellor, Manchester Street, the Mexican Cafe on Lichfield Street, the McKenzie & Willis Building, the Bus Exchange, the Octagon Live restaurant, the ChristChurch Cathedral, and many other buildings.

Images, eqnz.chch.2010

Taken during a scenic flight over Christchurch, New Zealand, 3 months after the deadly earthquake of 22 February, 2011. Much of the inner city CBD is still cordoned off and will be for some time. About 900 buildings are set for demolition. Taken aboard the Southern DC3 www.so...

Audio, Radio New Zealand

On 22 February 2011, Christchurch police sargeant Dave Harvey was outside the earthquake-damaged Hotel Grand Chancellor on Cashel Street, unsure if anyone was trapped inside. In case they were, he grabbed a can of spray paint and painted 'Help is on the way' in one-metre high letters on the road. Harvey's quick thinking really helped the people trapped in the hotel, says Clare Mackey, producer of the new documentary Help is on the Way.

Audio, Radio New Zealand

Film and TV reviewer Tamar Munch takes a look at the new US drama The Outsider, based on the Stephen King novel of the same name, and Help Is On The Way, a Kiwi documentary based on the 6.3 Christchurch earthquake and what happened to the 36 guest trapped on the top floors of the Hotel Grand Chancellor.

Research papers, University of Canterbury Library

Following the recent earthquakes in Chile (2010) and New Zealand (2010/2011), peculiar failure modes were observed in Reinforced Concrete (RC) walls. These observations have raised a global concern on the contribution of bi-directional loading to these failure mechanisms. One of the failure modes that could potentially result from bidirectional excitations is out-of-plane shear failure. In this paper an overview of the recent experimental and numerical findings regarding out-of-plane shear failure in RC walls are presented. The numerical study presents the Finite Element (FE) simulation of wall D5-6 from the Grand Chancellor Hotel that failed in shear in the out-of-plane direction in the February 2011 Christchurch earthquake. The main objective of the numerical study was to investigate the reasons for this failure mode. The experimental campaign includes the recent experiments conducted in the Structural Engineering Laboratory of the University of Canterbury. The experimental study included three rectangular slender RC walls designed based on NZS3101: 2006-A3 (2017) for three different ductility levels, namely: nominally ductile, limited ductile and ductile. The numerical results showed that high axial load combined with bi-directional loading caused the out-of-plane shear failure in wall D5-6 from the Grand Chancellor Hotel. This was also confirmed and further investigated in the experimental phase of the study.

Research papers, University of Canterbury Library

One of the failure modes that got the attention of researchers in the 2011 February New Zealand earthquake was the collapse of a key supporting structural wall of Grand Chancellor Hotel in Christchurch which failed in a brittle manner. However, until now this failure mode has been still a bit of a mystery for the researchers in the field of structural engineering. Moreover, there is no method to identify, assess and design the walls prone to such failure mode. Following the recent break through regarding the mechanism of this failure mode based on experimental observations (out-of-plane shear failure), a numerical model that can capture this failure was developed using the FE software DIANA. A comprehensive numerical parametric study was conducted to identify the key parameters contributing to the development of out-of-plane shear failure in reinforced concrete (RC) walls. Based on the earthquake observations, experimental and numerical studies conducted by the authors of this paper, an analytical method to identify walls prone to out-of-plane shear failure that can be used in practice by engineers is proposed. The method is developed based on the key parameters affecting the seismic performance of RC walls prone to out-of-plane shear failure and can be used for both design and assessment purposes