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Images for studio; more images...

Images, UC QuakeStudies

A photograph of Andrew Just from F3 Design (left) and Martin Trusttum, CPIT Faculty of Creative Arts, on the corner of St Asaph Street and Madras Street where the temporary ArtBox gallery is to be constructed. The photograph was taken during a public talk, which was part of FESTA 2012.

Images, UC QuakeStudies

A photograph of a crowd gathered on the corner of St Asaph Street and Madras Street for a public talk about ArtBox gallery by Andrew Just and Martin Trusttum. The talk was part of FESTA 2012.

Images, UC QuakeStudies

A photograph of the earthquake damage to a group of stores on Manchester Street including the While You Wait Studio, Smith's Bookshop, Aji Global Grocery & Chocolateria and Curios Bric-a-Brac. Sections of the front wall have crumbled, the bricks falling to the footpath and damaging the awnings. Plastic fencing has been placed along the road as a cordon.

Images, UC QuakeStudies

A photograph of the earthquake damage to a group of stores on Manchester Street including Peaches and Cream, the While You Wait Studio, Smith's Bookshop, Aji Global Grocery & Chocolateria and Curios Bric-a-Brac. Sections of the front wall have crumbled, the bricks falling to the footpath and damaging the awnings. Plastic fencing has been placed along the road as a cordon.

Other, National Library of New Zealand

An initiative by the CPIT Faculty of Creative Industries to establish gallery and studio spaces for Christchurch artists following the Christchurch earthquake, by using flexible, adaptable cube modules.

Research papers, University of Canterbury Library

Nel presente articolo si illustra una procedura per il processamento automatizzato di prove CPT, il calcolo di vari indici di liquefazione e la rappresentazione dei dati su mappa. La procedura è applicata al caso studio del terremoto di Christchurch, Nuova Zelanda, del 22 febbraio 2011 (magnitudo momento, Mw = 6.2). Dall’analisi spaziale dei risultati emerge una buona correlazione tra le mappe ottenute per l’indicatore degli effetti al suolo e i danni osservati (su terreni e strutture). Tuttavia, per confermare la validità di tale procedura, sarà necessario esaminare ulteriori casi studio nel mondo.