Search

found 5648 results

Images for Building; more images...

Research papers, The University of Auckland Library

Reinforced concrete (RC) frame buildings designed according to modern design standards achieved life-safety objectives during the Canterbury earthquakes in 2010-11 and the Kaikōura earthquake in 2016. These buildings formed ductile plastic hinges as intended and partial or total building collapse was prevented. However, despite the fact that the damage level of these buildings was relatively low to moderate, over 60% of multi-storey RC buildings in the Christchurch central business district were demolished due to insufficient insurance coverage and significant uncertainty in the residual capacity and repairability of those buildings. This observation emphasized an imperative need to improve understanding in evaluating the post-earthquake performance of earthquake-damaged buildings and to develop relevant post-earthquake assessment guidelines. This thesis focuses on improving the understanding of the residual capacity and repairability of RC frame buildings. A large-scale five-storey RC moment-resisting frame building was tested to investigate the behaviour of earthquake-damaged and repaired buildings. The original test building was tested with four ground motions, including two repeated design-level ground motions. Subsequently, the test building was repaired using epoxy injection and mortar patching and re-tested with three ground motions. The test building was assessed using key concepts of the ATC-145 post-earthquake assessment guideline to validate its assessment procedures and highlight potential limitations. Numerical models were developed to simulate the peak storey drift demand and identify damage locations. Additionally, fatigue assessment of steel reinforcement was conducted using methodologies as per ATC-145. The residual capacity of earthquake-strained steel reinforcement was experimentally investigated in terms of the residual fatigue capacity and the residual ultimate strain capacity. In addition to studying the fatigue capacity of steel reinforcement, the fatigue damage demand was estimated using 972 ground motion records. The deformation limit of RC beams and columns for damage control was explored to achieve a low likelihood of requiring performance-critical repair. A frame component test database was developed, and the deformation capacity at the initiation of lateral strength loss was examined in terms of the chord rotation, plastic rotation and curvature ductility capacity. Furthermore, the proposed curvature ductility capacity was discussed with the current design curvature ductility limits as per NZS 3101:2006.

Images, UC QuakeStudies

A photograph of Mike Hewson's installation, 'Government Life Suspension', on the wall of the Chancery Arcade building. The artwork depicts a reflection of the Government Life building which is visible behind the Chancery Arcade. The installation is part of a series titled 'Homage to the Lost Spaces'. The Government Life and Chancery Arcade buildings were demolished in 2014.

Images, UC QuakeStudies

A photograph of Mike Hewson's installation, 'Government Life Suspension', on the wall of the Chancery Arcade building. The artwork depicts a reflection of the Government Life building which is visible behind the Chancery Arcade. The installation is part of a series titled 'Homage to the Lost Spaces'. The Government Life and Chancery Arcade buildings were demolished in 2014.

Images, UC QuakeStudies

A photograph of the earthquake-damaged Stone Chamber of the Canterbury Provincial Council Buildings on Durham Street North. Large sections of the Chamber have collapsed and the masonry and other rubble has spilled onto the footpath in front. To the left scaffolding constructed up the side of the building has also collapsed and twisted out of shape. Wire fences have been placed along the side of the building as a cordon.

Images, UC QuakeStudies

A photograph of Mike Hewson's installation, 'Government Life Suspension', on the wall of the Chancery Arcade building. The artwork depicts a reflection of the Government Life building which is visible behind the Chancery Arcade. The installation is part of a series titled 'Homage to the Lost Spaces'. The Government Life and Chancery Arcade buildings were demolished in 2014.

Images, UC QuakeStudies

A photograph of Mike Hewson's installation, 'Government Life Suspension', on the wall of the Chancery Arcade building. The artwork depicts a reflection of the Government Life building which is visible behind the Chancery Arcade. The installation is part of a series titled 'Homage to the Lost Spaces'. The Government Life and Chancery Arcade buildings were demolished in 2014.

Research papers, University of Canterbury Library

In the wake of the Canterbury earthquakes, one of the biggest threats to our heritage buildings is the risk of earthquakes and the associated drive to strengthen or demolish buildings. Can Small Town NZ balance the requirements of the EQPB legislation and economic realities of their places? The government’s priority is on safety of building occupants and citizens in the streets. However, maintaining and strengthening privately-owned heritage buildings is often cost prohibitive. Hence, heritage regulation has frequently been perceived as interfering with private property rights, especially when heritage buildings occupy a special place in the community becoming an important place for people (i.e. public benefits are larger than private). We investigate several case studies where building owners have been given green light to demolish heritage listed buildings to make way for modern developments. In two of the case studies developers provided evidence of unaffordable strengthening costs. A new trend that has emerged is a voluntary offer of contributing to an incentive fund to assist with heritage preservation of other buildings. This is a unique example where private owners offer incentives (via council controlled organisations) instead of it being purely the domain of the central or local governments.