For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. Looking into Cathedral Square.
For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. Looking into Cathedral Square.
For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. Looking into Cathedral Square.
For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. Looking into Cathedral Square.
Utility managers are always looking for appropriate tools to estimate seismic damage in wastewater networks located in earthquake prone areas. Fragility curves, as an appropriate tool, are recommended for seismic vulnerability analysis of buried pipelines, including pressurised and unpressurised networks. Fragility curves are developed in pressurised networks mainly for water networks. Fragility curves are also recommended for seismic analysis in unpressurised networks. Applying fragility curves in unpressurised networks affects accuracy of seismic damage estimation. This study shows limitations of these curves in unpressurised networks. Multiple case study analysis was applied to demonstrate the limitations of the application of fragility curves in unpressurised networks in New Zealand. Four wastewater networks within New Zealand were selected as case studies and various fragility curves used for seismic damage estimation. Observed damage in unpressurised networks after the 2007 earthquake in Gisborne and the 2010 earthquake in Christchurch demonstrate the appropriateness of the applied fragility curves to New Zealand wastewater networks. This study shows that the application of fragility curves, which are developed from pressurised networks, cannot be accurately used for seismic damage assessment in unpressurised wastewater networks. This study demonstrated the effects of different parameters on seismic damage vulnerability of unpressurised networks.
Five years after the devastating series of earthquakes in Christchurch, New Zealand, the structural engineering community is now focussing on low damage design by either proactively reducing the possibility of significant damage to primary steel members (i.e. developing seismic resisting systems that will deliver a high damage threshold in severe earthquakes) or by improved detailing of the primary steel members for rapid replacement. This paper presents a development of Eccentrically Braced Frames (EBFs) with replaceable active links. It uses the bolted flange- and web splicing concept to connect the active link to the collector beam or column. Finite element analyses have been performed to investigate the behaviour and reliability of EBFs with this new type replaceable active link. The results show a stable hysteretic behaviour and more significantly easier replacement of the damaged active link in comparison with conventional EBFs.
A photograph of an earthquake damaged road in Christchurch. Road cones, cracks, and the remants of liquefaction can be seen on the road. There is a queue of traffic along the street.
A photograph of earthquake damage to the ChristChurch Cathedral in Cathedral Square. The tower has been partially demolished and a pile of rubble sits in front. A Daniel Smith Industries Ltd crane is sitting to the left.
A photograph of earthquake damage to the ChristChurch Cathedral in Cathedral Square. The tower has been partially demolished and a pile of rubble sits in front. A Daniel Smith Industries Ltd crane is sitting to the left.
A photograph looking south down Colombo Street towards the earthquake-damaged ChristChurch Cathedral. A crane is sitting on the road in front of the Cathedral. In the background is a pile of rubble from the partially-demolished tower.
A photograph of a Christchurch City Council red sticker. The sticker was used by the Civil Defence after the 2010 and 2011 earthquakes to indicate that a building had been inspected and that serious structural damage had been found. The sticker states that there should be no entry to the building. It also states that 'entry may result in death or injury'.
A photograph of parts of the Townsend Telescope recovered from the rubble of the Observatory tower. The telescope was housed in the tower at the Christchurch Arts Centre. It was severely damaged when the tower collapsed during the 22 February 2011 earthquake.
A photograph of earthquake damage to a road in Christchurch. A hole has been filled with gravel, and a road cone placed on top. In the background, cracks and liquefaction can be seen.
A photograph of the earthquake damage to a house in Christchurch. The front and side of the house has collapsed, the bricks and other rubble spilling onto the garden, exposing the rooms inside.
A photograph of an earthquake damaged house in Christchurch. USAR codes have been spray painted on the front wall. A red sticker in the window indicates that the building is unsafe to enter.
A photograph of the earthquake damage to the Christchurch Chinese Methodist Church on Papanui Road. The wall of the gable has crumbled, the bricks spilling onto the lawn below. Wire fencing has been placed around the building as a cordon.
A photograph of the earthquake damage to the Christchurch Chinese Methodist Church on Papanui Road. The gable wall has crumbled, the bricks and window frame falling onto the ground. Wire fencing has been placed around the building as a cordon.
A close-up photograph of parts of the Townsend Telescope recovered from the rubble of the Observatory tower. The telescope was housed in the tower at the Christchurch Arts Centre. It was severely damaged when the tower collapsed during the 22 February 2011 earthquake.
Cordon fencing around the Arts Centre on Worcester Boulevard. A man with a hard hats and hi-vis vest on can be. Wooden bracing has been placed on the gable on the tower to limit further earthquake damage. There is a crane sitting inside the fenced area.
A photograph of the earthquake damage to a house in Christchurch. A view through the window reveals that the side wall has crumbled. A pile of bricks can be seen in the car port.
For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. A partial view of Christ Church Cathedral.
A photograph of volunteers fron the Wellington Emergency Management Office walking down an earthquake damaged street in Christchurch. In the background, one of the houses has a yellow sticker, indicating that access is restricted.
For the first time in November 2011, Christchurch residents finally had the opportunity to see the earthquake-damaged city centre on the Red Zone bus tours organised by CERA. A partial view of the Hotel Grand Chancellor.
The earthquake re-pair work has started on the Knox Church on Bealey Avenue, August 14, 2013 Christchurch New Zealand. While building after building is torn down in Christchurch, plans are in place to ensure as much of a 131-year-old church is retained as possible. Knox Church on Bealey Avenue suffered major damage in the February 22 earthquak...
A photograph of a paste-up on the wall of the earthquake-damaged Knox Church. The paste-up depicts a bandaid with a speech bubble reading, "I'll kiss it better".
A photograph of a paste-up on the wall of the earthquake-damaged Knox Church. The paste-up depicts a bandaid with a speech bubble reading, "I'll kiss it better".
A photograph of a paste-up on the wall of the earthquake-damaged Knox Church. The paste-up depicts a bandaid with a speech bubble reading, "I'll kiss it better".
A photograph of a paste-up on the wall of the earthquake-damaged Knox Church. The paste-up depicts a bandaid with a speech bubble reading, "I'll kiss it better".
A photograph of emergency management personnel exiting the car park of the earthquake-damaged Press House on Gloucester Street. One of the team is pushing a wheelbarrow full of various supplies.
A photograph of the earthquake damage to the Observatory tower at the Christchurch Arts Centre. The top two storeys of the tower collapsed during the 22 February 2011 earthquake and the rubble spilled into the courtyard in front. A digger was used to clear the rubble away from the building. A tarpaulin has been draped over the top of the tower and the roof of the building behind.