A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
A photograph of CPIT students and members of the public constructing an outdoor pizza oven for Gap Filler out of clay and bricks. The public workshop was part of FESTA 2012.
Damage to a house in Richmond. Bricks have fallen from the walls onto the driveway. The photographer comments, "More movement caused the brick cladding to fall off the building".
A photograph of a participant at an outdoor pizzeria earth-building workshop. The event was part of FESTA 2012.
Detail of the partially-demolished Henry Africa's building. The photographer comments, "A building housing a restaurant and a great little neighbourhood bar is finally coming down because of earthquake damage. Bricks coming down".
Detail of the partially-demolished Henry Africa's building. The photographer comments, "A building housing a restaurant and a great little neighbourhood bar is finally coming down because of earthquake damage. Bricks coming down".
Damage to the Community of the Sacred Name building on Barbadoes Street. The gable ends of the building have collapsed, and bricks have fallen to the footpath below. The building is surrounded by security fencing. The photographer comments, "A bike ride around the CBD. Nunnery, Barbadoes St".
Damage to the Community of the Sacred Name building on Barbadoes Street. The gable ends of the building have collapsed, and bricks have fallen to the footpath below. The building is surrounded by security fencing. The photographer comments, "A bike ride around the CBD. Nunnery, Barbadoes St".
Damage to Catholic Cathedral College. Stones and bricks have fallen from the parapets and gable ends of buildings, and windows are broken.
USAR personnel in front of Henry Africa's on Stanmore Road. Bricks have fallen from the upper storey onto the road below, and the building is cordoned off with emergency tape. The photographer comments, "Damage to Henry Africa's restaurant in Stanmore Rd".
The damaged Ozone Hotel on Marine Parade. Fallen bricks lie on the ground in front of the building, which is surrounded by security fencing. The photographer comments, "A bike ride to New Brighton and the beach 3 weeks after the Feb 22 quake. Roads were still very rough and under reconstruction. Some buildings are still standing. but don't look too healthy".
Damage to the Crichton Cobbers Youth and Community Club. Large sections of the brick walls have collapsed, and two large beams lie across the rubble. Cordon fencing surrounds this and nearby buildings. The photographer comments, "A bike ride around the CBD. Old brewery, later a gym - Fitzgerald Ave".
Damage to the Crichton Cobbers Youth and Community Club. Large sections of the brick walls have collapsed, and two large beams lie across the rubble. Cordon fencing surrounds this and nearby buildings. The photographer comments, "A bike ride around the CBD. Old brewery, later a gym - Fitzgerald Ave".
The connections between walls of unreinforced masonry (URM) buildings and flexible timber diaphragms are critical building components that must perform adequately before desirable earthquake response of URM buildings may be achieved. Field observations made during the initial reconnaissance and the subsequent damage surveys of clay brick URM buildings following the 2010/2011 Canterbury, New Zealand earthquakes revealed numerous cases where anchor connections joining masonry walls or parapets with roof or floor diaphragms appeared to have failed prematurely. These observations were more frequent for the case of adhesive anchor connections than for the case of through-bolt connections (i.e. anchorages having plates on the exterior façade of the masonry walls). Subsequently, an in-field test program was undertaken in an attempt to evaluate the performance of adhesive anchor connections between unreinforced clay brick URM walls and roof or floor diaphragm. The study consisted of a total of almost 400 anchor tests conducted in eleven existing URM buildings located in Christchurch, Whanganui and Auckland. Specific objectives of the study included the identification of failure modes of adhesive anchors in existing URM walls and the influence of the following variables on anchor load-displacement response: adhesive type, strength of the masonry materials (brick and mortar), anchor embedment depth, anchor rod diameter, overburden level, anchor rod type, quality of installation and the use of metal foil sleeve. In addition, the comparative performance of bent anchors (installed at an angle of minimum 22.5o to the perpendicular projection from the wall surface) and anchors positioned horizontally was investigated. Observations on the performance of wall-to-diaphragm connections in the 2010/2011 Canterbury earthquakes and a snapshot of the performed experimental program and the test results are presented herein. http://hdl.handle.net/2292/21050