In this paper a methodology for calculating the deformability of reinforced concrete beams realized in following stages is described. The proposed simplified method is consistent with the current Codes requirements. Interactions between different construction phases have been analyzed, taking into account the effect of variation of structural scheme and change of section on the development with time of long-term deflection of beams.

VALUTAZIONE DELLA DEFORMABILITÁ DI TRAVI INFLESSE IN C.C.A. REALIZZATE PER FASI SUCCESSIVE

BACCI, LORENZO;MAZZOTTI, CLAUDIO
2014

Abstract

In this paper a methodology for calculating the deformability of reinforced concrete beams realized in following stages is described. The proposed simplified method is consistent with the current Codes requirements. Interactions between different construction phases have been analyzed, taking into account the effect of variation of structural scheme and change of section on the development with time of long-term deflection of beams.
Atti 20° Congresso C.T.E.
397
406
LORENZO BACCI; CLAUDIO MAZZOTTI
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Utilizza questo identificativo per citare o creare un link a questo documento: http://hdl.handle.net/11585/394973
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