Photograph captioned by BeckerFraserPhotos, "New construction starts at 75 Manchester Street".
A photograph captioned by BeckerFraserPhotos, "The new car park on Colombo Street between Tuam and Lichfield Streets, with flower beds and new trees".
A photograph captioned by BeckerFraserPhotos, "Workers laying a new footpath outside 540 Colombo Street".
A photograph captioned by BeckerFraserPhotos, "A new front being built on 514 Colombo Street".
A photograph captioned by BeckerFraserPhotos, "Concrete being poured in a new building in Colombo Street".
A photograph of a concrete mixer. The photograph is captioned by BeckerFraserPhotos, "The old and the new in Colombo Street".
Photograph captioned by BeckerFraserPhotos, "New construction of residential units at the Linwood Village, 402 Worcester Street".
A photograph of a partially-constructed building. The photograph is captioned by BeckerFraserPhotos, "Rebuilding, Salisbury Street".
A photograph captioned by BeckerFraserPhotos, "A new building replacing a damaged and demolished historic hotel at 192 Moorhouse Avenue".
A photograph captioned by BeckerFraserPhotos, "The site of the demolished Piko Cafe, now operating just from the new piece on the left. Corner of Kilmore and Barbadoes Streets".
A photograph captioned by BeckerFraserPhotos, "Brick cladding covering up concrete slab - strong and attractive! Montreal Street".
Photograph captioned by BeckerFraserPhotos, "The new Westende Jewellers building on the corner of Manchester and Worcester Streets. The former building collapsed in the 4 September 2010 earthquake".
This paper shows an understanding of the availability of resources in post-disaster reconstruction and recovery in Christchurch, New Zealand following its September 4, 2010 and February 22, 2011 earthquakes. Overseas experience in recovery demonstrates how delays and additional costs may incur if the availability of resources is not aligned with the reconstruction needs. In the case of reconstruction following Christchurch earthquakes, access to normal resource levels will be insufficient. An on-line questionnaire survey, combined with in-depth interviews was used to collect data from the construction professionals that had been participated in the post-earthquake reconstruction. The study identified the resources that are subject to short supply and resourcing challenges that are currently faced by the construction industry. There was a varied degree of impacts felt by the surveyed organisations from resource shortages. Resource pressures were primarily concentrated on human resources associated with structural, architectural and land issues. The challenges that may continue playing out in the longer-term reconstruction of Christchurch include limited capacity of the construction industry, competition for skills among residential, infrastructure and commercial sectors, and uncertainties with respect to decision making. Findings provide implications informing the ongoing recovery and rebuild in New Zealand. http://www.iiirr.ucalgary.ca/Conference-2012
A photograph of the south side of the building at 112 Manchester Street. A contemporary billboard for Fortis Construction reads, "Let's build our new city together - kia kaha". It partly obscures an old painted sign for Polson's Decorators and Signwriters, which reads "Protect your investment. Paint your property regularly - and save money".
A video montage of LUXCITY, a city of lights that existed for one night on Saturday 20 October 2012. LUXCITY was the main event of FESTA 2012 and included 16 interactive installations, designed and fabricated by architecture and design students from across New Zealand. The film depicts the construction and set up, through to the public event on Saturday night.
During the Christchurch earthquake of February 2011, several midrise buildings of Reinforced Concrete Masonry (RCM) construction achieved performance levels in the range of life safety to near collapse levels. These buildings were subjected to seismic demands higher than the building code requirements of the time and higher than the current New Zealand Loadings Standard (NZS-1170.5:2004). Structural damage to these buildings has been documented and is currently being studied to establish lessons to be learned from their performance and how to incorporate these lessons into future RCM design and construction practices. This paper presents a case study of a six story RCM building deemed to have reached the near collapse performance level. The RCM walls on the 2nd floor failed due to toe crushing reducing the building’s lateral resistance in the east-west direction. A nonlinear dynamic analysis on a 3D model was conducted to simulate the development of the governing failure mechanism. Preliminary analysis results show that the damaged walls were initially under large compression forces from gravity loads which caused increase in their lateral strength and reduced their ductility. After toe crushing failure developed, axial instability of the model was prevented by a redistribution of gravity loads.
Two days after the 22 February 2011 M6.3 earthquake in Christchurch, New Zealand, three of the authors conducted a transect of the central city, with the goal of deriving an estimate of building damage levels. Although smaller in magnitude than the M7.1 4 September 2010 Darfield earthquake, the ground accelerations, ground deformation and damage levels in Christchurch central city were more severe in February 2011, and the central city was closed down to the general public. Written and photographic notes of 295 buildings were taken, including construction type, damage level, and whether the building would likely need to be demolished. The results of the transect compared favourably to Civil Defence rapid assessments made over the following month. Now, more than one year and two major aftershocks after the February 2011 earthquake these initial estimates are compared to the current demolition status to provide an updated understanding of the state of central Christchurch.