Search

found 48 results

Images for 22/02/2011; more images...

Images, eqnz.chch.2010

Photos of Christchurch City LIbraries Outreach staff working in welfare centres following the February 22 earthquake. File ref: CCL-2011-02-27-OperationStoryTime-tumble-tower From the collection of Christchurch City Libraries

Images, eqnz.chch.2010

Photos of Christchurch City LIbraries Outreach staff working in welfare centres following the February 22 earthquake. File ref: CCL-2011-02-27-OperationStoryTime-boys-with-book From the collection of Christchurch City Libraries

Images, eqnz.chch.2010

Photos of Christchurch City LIbraries Outreach staff working in welfare centres following the February 22 earthquake. File ref: CCL-2011-02-27-OperationStoryTime-lynette-and-boys-on-bikes From the collection of Christchurch City Libraries

Images, eqnz.chch.2010

Avonhead Park Cemetery Interment Site. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_025.JPG From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Avonhead Park Cemetery Interment Site. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_024.JPG From the collection of Christchurch City Libraries.

Images, UC QuakeStudies

A photograph of the Townsend Telescope in the Observatory at the Christchurch Arts Centre. In the bottom right-hand corner of the photograph is a pulley for the telescope's clock drive. This is one of the pieces that went missing when the Observatory tower collapsed in the 22 February 2011 earthquake. This image was used by Graeme Kershaw, Technician at the University of Canterbury Department of Physics and Astronomy, to identify the telescope's parts after the 22 February 2011 earthquake.

Images, UC QuakeStudies

A large crack in the road surface at the intersection of Medway Street and River Road, where River Road has slumped towards the river. The photographer comments, "Medway Street is a buckled mess of broken seal and liquefaction. 79 Medway St is on the right - taken at the corner of Medway St and River Rd".

Images, eqnz.chch.2010

Avonhead Park Cemetery Interment Site. Central plinth. Inscription reads: "Etched in our City’s memory, never to be forgotten. The City of Christchurch" in Spanish. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_026.JPG From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Avonhead Park Cemetery Interment Site. Central plinth. Inscription reads: "Etched in our City’s memory, never to be forgotten. The City of Christchurch". File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_027.JPG From the collection of Christchurch City Libraries.

Images, eqnz.chch.2010

Avonhead Park Cemetery Interment Site. Central plinth. Inscription reads: "Etched in our City’s memory, never to be forgotten. The City of Christchurch" in Filipino. File reference: CCL-2012-02-27-AvonheadParkCemeteryIntermentSite-February-2012 DSC_028.JPG From the collection of Christchurch City Libraries.

Images, UC QuakeStudies

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".

Research papers, The University of Auckland Library

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