Page 14 - Solai alleggeriti in calcestruzzo armato soggetti ad azioni gravitazionali e sismiche

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Solai alleggeriti in calcestruzzo armato soggetti ad azioni gravitazionali e sismiche
Figura 1.1. Piastre su appoggi irregolari: St. George’s Wharf Development (Londra): (a) vista prospettica; (b) pianta dei solai (immagine cortesia di LUSAS)
Figura 1.2. Piastra con asole circolari: Polo de Cecco (Pescara) progetto architettonico M. Fuksas: (a) vista prospettica; (b) pianta solai a piastra
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