Hybrid steel truss RC-beams are analyzed using nonlinear finite element analysis and two simple design methods assuming linear or cubic slip within the beam. Two different beams typologies with limited slip capacity are investigated, pointing out the inadequacy of the design methods.
Stima dello scorrimento richiesto dalle connessioni di travi prefabbricate reticolari miste
TULLINI, Nerio;MINGHINI, Fabio
2008
Abstract
Hybrid steel truss RC-beams are analyzed using nonlinear finite element analysis and two simple design methods assuming linear or cubic slip within the beam. Two different beams typologies with limited slip capacity are investigated, pointing out the inadequacy of the design methods.File in questo prodotto:
Non ci sono file associati a questo prodotto.
I documenti in SFERA sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.
