Punching shear of slab-column connection in flat plate construction

The flat plate system is currently widely used in construction. It permits architectural flexibility, more clear space, less building height, easier formwork, and shorter construction time. However, there remains the problem of brittle punching failure due to the transfer of shearing forces and unbalanced moments at the flat plate-column connection. It is the purpose of this paper to investigate the effects of various interdependent factors that govern the punching shear resistance and behaviour of the flat plate-column connection, as well as their inclusion in current Codes.

Operativity and criticality

A decade after his death, Manfredo Tafuri continues to occupy a pivotal position within contemporary architectural discourse both as a protagonist of the critical debates of the 1970s and as a historian who elucidated every period of architectural history from the fifteenth century to the twentieth. In addition to marking the publication of the English translation of his last work, INTERPRETING THE RENAISSANCE: PRINCES, CITIES, ARCHITECTURES, translated by Daniel Sherer (Yale University Press in association with Harvard GSD, 2006), this two-day conference took this event as an occasion for a new assessment of his critical legacies.