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Caratterizzazione del comportamento di giunti semirigidi per strutture lignee in zona sismica

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Figure

Fig. 2.1 Definizione del valore di spostamento ultimo vu secondo EN 12512: a) scorrimento a rottura; b) scorrimento per un carico pari a 0,8 Fmax ; c) scorrimento pari a 30 mm
Fig. 2.5 Connessione legno - legno per prova push out durante il test e dopo il test (campione sezionato)
Fig. 2.12 Connessioni realizzate mediante l’utilizzo di chiodi: i connettori integri e dopo la prova
Fig. 2.17 Connessioni realizzate mediante l’utilizzo di viti: i connettori integri e dopo la prova
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