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

C. Mazzotti, M. Savoia, M. Ferrari (2010). COMPORTAMENTO CICLICO DEGLI ANCORAGGI IN FONDAZIONE DI PILASTRI PREFABBRICATI. FALCIANO - SAN MARINO : EDIZIONI IMREADY.

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 Bologna
2010
18° Congresso C.T.E.
265
274
C. Mazzotti, M. Savoia, M. Ferrari (2010). COMPORTAMENTO CICLICO DEGLI ANCORAGGI IN FONDAZIONE DI PILASTRI PREFABBRICATI. FALCIANO - SAN MARINO : EDIZIONI IMREADY.
C. Mazzotti; M. Savoia; M. Ferrari
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11585/99208
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