The paper describes the techniques adopted for the static and seismic retrofitting of theS. Agostino Convent in Corleone (PA), which is classified as II category seismic zone in theItalian Code. In this work many maintenances have been conducted with the use of inox steeland carbon steel.The main works consist in new decks, built with steel - concrete system, a new stair, two elevators and interventions in the masonry active ties with the use of stainless steel ribbons. Thislast method is named C.A.M..A lot of details of the verification criteria and of the constructive solutions are showed.
|Publication status||Published - 2007|