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Images, UC QuakeStudies

A photograph of a bookcase in the Civil Suite at the University of Canterbury after the 4 September 2010 earthquake. The photograph was taken on the day when the staff were allowed to return to the building. The shelves of the bookcase have been removed, exposing damage along the sides where they knocked against the back panel. Some books have been left on the bottom shelf.

Images, UC QuakeStudies

A photograph of staff from the Department of Civil and Natural Resources Engineering at the University of Canterbury. The department used the Sunday School room of the Avonhead Baptist Church after the 22 February 2011 earthquake.

Images, UC QuakeStudies

A photograph of the reception area of the Department of Civil and Natural Resources Engineering at the University of Canterbury. The photograph was taken when the staff were let in after the 22 February 2011 earthquake.

Images, UC QuakeStudies

A photograph of staff from the Department of Civil and Natural Resources Engineering at the University of Canterbury. The department used the Sunday School room of the Avonhead Baptist Church after the 22 February 2011 earthquake.

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 adhesive anchor connections than for through-bolt connections (i.e., anchorages having plates on the exterior facade 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 mesh sleeves. In addition, the comparative performance of bent anchors (installed at an angle of minimum 22.5° 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, a summary of the performed experimental program and test results, and a proposed pull-out capacity relationship for adhesive anchors installed into multi-leaf clay brick masonry are presented herein. AM - Accepted Manuscript

Images, UC QuakeStudies

A photograph of computers and desks from the Department of Civil and Natural Resources Engineering at the University of Canterbury. These were set up in the Sunday School room of the Avonhead Baptist Church after the 22 February 2011 earthquake.

Images, UC QuakeStudies

A photograph of Elizabeth Ackermann's office. Elizabeth Ackermann is the administrator in the Department of Civil and Natural Resources Engineering at the University of Canterbury. The photograph was taken when she was first let back in after the 22 February 2011 earthquake.

Images, UC QuakeStudies

A photograph of computers and desks from the Department of Civil and Natural Resources Engineering at the University of Canterbury. These were set up in the Sunday School room of the Avonhead Baptist Church after the 22 February 2011 earthquake.