Page 14 - Hohlkörperdecken aus Stahlbeton unter Gewichts- und Erdbebenlasten

14Hohlkörperdecken aus Stahlbeton unter Gewichts- und ErdbebenlastenAbbildung 1.1. Platten auf unregelmäßig angeordneten Stützen: St. George’s Wharf Development (London): (a) Perspektivische Ansicht (b) Grundriss (Abbildung mit freundlicher Genehmigung durch LUSAS)Abbildung 1.2. Platten mit kreisrunden Öffnungen: Polo de Cecco (Pescara), Entwurf M. Fuksas: (a) Perspektivische Ansicht (b) Deckenplanup © Dalifoform Group © Daliform Grouup © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo form Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grou© Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo iform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Daliform Group © Dalifo form Group © Daliform Group © Daliform Group © Daliform Group © Daliform Grouup © Daliform Group © Daliform Group © Daliform Group © Dalifoform Group © Daliform Group © Daliform Grouup © Daliform Group © Dalifo form Grou