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
COMPORTAMENTO CICLICO DEGLI ANCORAGGI IN FONDAZIONE DI PILASTRI PREFABBRICATI
MAZZOTTI, CLAUDIO;SAVOIA, MARCO;
2010
Abstract
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 BolognaFile in questo prodotto:
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