Search

found 54 results

Images for construction; more images...

Images, UC QuakeStudies

A digitally manipulated image of diggers sitting on top of rubble beside the old Railway Station. The photographer comments, "Which one will be buried 6 foot under?".

Videos, UC QuakeStudies

A video of architect Shigeru Ban overseeing the construction of the cardboard beams which will be used to build the Transitional Cathedral on Hereford Street. The video includes an interview with Ban about the beams, and the ways that the design has changed since the construction started.

Videos, UC QuakeStudies

A video of an interview with Wendy Rushworth, whose house was fenced off despite not being scheduled for demolition. Falcon Construction accidently added Rushworth's property to a list of homes ready for demolition. The company has since apologised to Rushworth and removed the fencing.

Videos, UC QuakeStudies

A video of the first part of a series of talks on the topic of Planning and People, at the 2012 Seismics and the City forum. The talks are as follows: Mary Devine, Managing Director of Ballantyne and Co, on Anchoring Re:START and holding the centre; Anthony Leighs, Chief Executive of Leighs Construction, on Deconstruction and Reconstruction; and Sam Johnson, founder of the Student Volunteer Army, on Mobilising a Quick Response.

Videos, UC QuakeStudies

A video of the second part of a series of talks on the topic of Planning and People, at the 2012 Seismics and the City forum. The talks are as follows: Mary Devine, Managing Director of Ballantyne and Co, on Anchoring Re:START and holding the centre; Anthony Leighs, Chief Executive of Leighs Construction, on Deconstruction and Reconstruction; and Sam Johnson, founder of the Student Volunteer Army, on Mobilising a Quick Response

Research papers, University of Canterbury Library

The seismic response of unreinforced masonry (URM) buildings, in both their as-built or retrofitted configuration, is strongly dependent on the characteristics of wooden floors and, in particular, on their in-plane stiffness and on the quality of wall-to-floor connections. As part of the development of alternative performance-based retrofit strategies for URM buildings, experimental research has been carried out by the authors at the University of Canterbury, in order to distinguish the different elements contributing to the whole diaphragm's stiffness. The results have been compared to the ones predicted through the use of international guidelines in order to highlight shortcomings and qualities and to propose a simplified formulation for the evaluation of the stiffness properties.