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Images for supports; more images...

Images, UC QuakeStudies

A photograph submitted by Grant Fife to the QuakeStories website. The description reads, "September Quake. Cranmer Court apartments 05/09/2010. The building is quickly supported while damaged chimneys are removed.".

Audio, Radio New Zealand

Maureen Garing talks with Vaughan Milner, chief executive of Presbyterian Support in the upper South Island, about the Church's role in responding to community emergencies. The conversation deals particularly with the aftermath of the Christchurch earthquake and was recorded prior to the Pike River mine tragedy.

Other, National Library of New Zealand

Provides information for students and staff of University of Canterbury in relation to the Canterbury earthquake of 22nd February 2011. Contains re-start timetable, transport options, latest announcements, FAQs, video and photo galleries, messages of support and sections devoted to the Library and the College of Education.

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Earthquake visit: The Governor General and the Right Hon. Sir Anand Satyanand enjoy a cup of tea with Waimakariri district councillors, residents and Earthquake Recovery Assistance Centre staff last Thursday. The Governor General was in the district to offer support and encouragement".

Images, UC QuakeStudies

The Oxford Terrace Baptist Church with cracks on the front facade. Bracing has been placed under the roof and at the front of the church to support the building and limit further damage from aftershocks. A cordon has been made around the building with fencing and road cones.

Images, UC QuakeStudies

The University of Canterbury's E-Learning team's temporary office in the James Hight building. The photographer comments, "First looks at our new temporary (maybe) office space. Our group will stay here until April or May 2011, then will move to another floor in the Central Library. Reception. This is where students used to come to enquire about support services".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Part of the Martin family of Shirley/Dallington who have been accused by police and the mayor of ripping off the system when people who really need the services should have been getting the support. Lala Martin with two of her six children. From left: eight-month old Kohine (a twin) and three year old Haokitaha".

Images, UC QuakeStudies

Photograph captioned by Fairfax, "Part of the Martin family of Shirley/Dallington who has been accused by Police and the Mayor of ripping off the system when people who really need the service should have been getting the support. Lala Martin with two of her 6 children that live with her in her property, left eight-month old Kohine, a twin and three-year old Haokitaha".

Images, Canterbury Museum

One 750ml green wine bottle with red coloured metal screw cap containing Mud House 2010 Marlborough Sauvignon Blanc ‘The Day the Ground Moved Like Jelly’; the front label has a drawing of an earthquake damaged house on a white background by Bella Kingi, while the label on the reverse details the fundraising effort supported by the sale of the bo...

Research papers, University of Canterbury Library

This report describes in-plane experimental testing and numerical modelling of timberconcrete floor diaphragms. The experimental tests investigated the in-plane stiffness of the diaphragm and the stiffness and strength of different connections between the diaphragm and the lateral load resisting system. The test model was 1/3 scale and three meters square in plan. Seven tests with a different kind of connection between the floor and the rigid lateral supports (which simulated a timber lateral load resisting system) have been performed. The results of the experimental testing are used to calibrate numerical models which are used to investigate the effects of the floor flexibility on the seismic behaviour of post-tensioned timber buildings. For the experimental tests, screw and nail fasteners were used to connected to floor unit to the lateral supports. These fasteners were embedded into the concrete slab or timber edge joints at different orientations. The stiffness of the diaphragm connections was vastly different for each detail. Screws installed at a 45? angle (inclined) to the lateral supports were four times stiffer than the screws installed orthogonal to the lateral supports. The initial stiffness of the inclined fasteners was similar for timber-to-timber and concrete-to-timber connections. For the timberto- timber connections the orientation did not seem to influence the strength of the connection. The tested diaphragm had an uncracked stiffness of 4000 kN/mm and a cracked stiffness of 300 kN/mm. For the tested floor unit it was concluded that the influence of the diaphragm flexibility was negligible compared to the connector flexibility. The floor flexibility can be idealized as three different parts, the deformation of the connectors, the shear deformation of the diaphragm and the flexural deformation of the diaphragm. The numerical analyses showed that in most perceivable situations the connection deformation will govern the in-plane seismic response of the floor. Hence, it is justified to model it as a single-degree-of-freedom (SDOF) element. The influence of the floor flexibility on the seismic response of post-tensioned timber buildings is small. In most cases neglecting the floor flexibility is a conservative approach for the structural design of the building. However, structures with stiff walls and long floor spans there can be a significant amplification of the seismic response. For that case, a simple SDOF representation is proposed. Code-based recommendations for predicting the peak floor accelerations are found to be inadequate. A methodology is proposed to more accurately predict the expected peak floor accelerations for design