A numerical limit analysis procedure, recently proposed by the authors, is here presented as a preliminary design tool for load carrying capacity evaluation of steel reinforced concrete elements. The effectiveness of the method is shown through a few simple applications on large-scale reinforced concrete (RC) prototypes. Weak points and advantages of the expounded procedure are pointed out.
A preliminary design tool for steel-reinforced concrete elements
FUSCHI, Paolo;PISANO, Aurora Angela
2013-01-01
Abstract
A numerical limit analysis procedure, recently proposed by the authors, is here presented as a preliminary design tool for load carrying capacity evaluation of steel reinforced concrete elements. The effectiveness of the method is shown through a few simple applications on large-scale reinforced concrete (RC) prototypes. Weak points and advantages of the expounded procedure are pointed out.File in questo prodotto:
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