A photograph of a student standing on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2011 during the annual Civil Engineering Bridge Challenge event.
A photograph of six students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of two students walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of three students standing on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of five students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of five students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of eight students falling through a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of eight students falling through a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a student falling through a bridge into the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of two students walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a student walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of two students walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a student walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of two students walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of eight students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of six students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of seven students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of seven students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of six students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of six students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of five students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a toppled filing cabinet in an office in the Department of Civil and Natural Resources Engineering at the University of Canterbury, after the 4 September 2010 earthquake.
A photograph of four students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a student walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of seven students on a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of eight students falling through a bridge they have constructed across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of two students walking on a bridge across the Avon River, outside the UCSA building. The photograph was taken in 2015 during the annual Civil Engineering Bridge Challenge event.
A photograph of a crowd of students sitting on the bank of the Avon River outside the UCSA building in 2015. The students are gathered to watch the annual Engineering Bridge Challenge event.
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
Fire following earthquakes have caused the largest single loss due to earthquakes and in most cases have caused more damage than the quake itself. This problem is regarded very seriously in Japan and in some parts of the United States of America (San Francisco), but is not very seriously considered in other earthquake prone countries, yet the potential for future conflagrations following earthquakes is enormous. Any discussion of post earthquake fire must take into account structural and non-structural damages, initial and spreading fire, wind, water availability, and emergency responses. In this paper we will look at initial fire ignitions, growth and spread and life and property damage. Prevention methods will also be discussed. We will also discuss as examples some case studies: - San Francisco 1989 - Napier 1931 -Christchurch (scenario)