Making screen production work at the margins: path-dependent development in Brisbane and the Gold Coast

While screen production is notoriously centralised, it is still found outside major media cities where the central problem for actors in these subordinate media cities is how to create sustainable levels of screen production capabilities in circumstances of increasing centralisation and globalisation in media production and its design. This article discusses how the screen production sectors of two subordinate media cities, Brisbane and the Gold Coast, are organised. Each city represents a different pathway for the sustainability of a media sector. The Gold Coast is a production location for globally and nationally dispersed high-budget feature film and TV drama production; while Brisbane is mostly a ‘national production’ location for domestically oriented news, documentary, infotainment and sports programming with a focus on lower budgeted feature filmmaking and occasionally, television drama. These different city pathways are the product of the creative resources and infrastructure evident in each city.     

Experimental characterization of the constitutive materials composing an old masonry vaulted tunnel of the Paris subway system

A significant proportion of the Paris metro tunnels comprise a masonry vault built out of stone blocks and mortar joints, and sidewalls and slabs made of unreinforced concrete. In order to provide the necessary data for future structural evaluation, an extensive laboratory testing programme has been conducted to characterize the materials of the tunnel separately, i.e., mortar, stone, and concrete. The tests, carried out on specimens taken from cores extracted from a 1930s tunnel, enabled to determine the mechanical properties, including direct tensile, shear strength, and mode I fracture energy, as well as the properties of the stone-mortar interface. Results show that the masonry mortar joints could reach 10 cm in width, and that blocks of stone varied in composition and porosity, thus producing a wide range of mechanical properties. The concrete was composed of large-sized aggregates and showed low stiffness and strength. Based on these experimental results, ratios between mechanical characteristics are hereby proposed. Perspectives on the use of this experimental data in a finite element model are then discussed.