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 Bologna
18° Congresso C.T.E.
265
274
C. Mazzotti; M. Savoia; M. Ferrari
File in questo prodotto:
Eventuali allegati, non sono esposti

I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.

Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11585/99208
 Attenzione

Attenzione! I dati visualizzati non sono stati sottoposti a validazione da parte dell'ateneo

Citazioni
  • ???jsp.display-item.citation.pmc??? ND
  • Scopus ND
  • ???jsp.display-item.citation.isi??? ND
social impact