COMPORTAMENTO CICLICO DEGLI ANCORAGGI IN FONDAZIONE DI PILASTRI PREFABBRICATI

Prefabricated multi-storey buildings are more and more employed in the construction industry. An interesting technology is based on the assembling of precast beams and columns with subsequent completion with in-situ concrete cast, in order to obtain a statically redundant structure to carry the variable and horizontal loads. In this paper, the results of an experimental campaign concerning the cyclic flexural behaviour of the column-foundation connection are presented. The tests have been carried out at the Laboratory of Structural Engineering (DICAM) of the University of Bologna