Case study of a glass and steel roof for the Scuola Normale Superiore’s courtyard
Beam: 12 N+max (+649) t=6 UF=0.85
RELATORI Ing. Marco Giorgio Bevilacqua Prof. Ing. Pietro Croce Eng. Arthur Lebée Ing. Benedetta Biondi CANDIDATO Lorenzo Greco Case study of a glass and steel roof for the courtyard of the Scuola Normale Superiore
Beam: 45 N-max (-370) t=8 UF=0.92
Candidato: Lorenzo Greco
COMPUTATIONAL ARCHITECTURE: development, optimization and design
COMPUTATIONAL ARCHITECTURE: development, optimization and design
Panel: 65 Cylindrical (3) 5,6,8,15 Circumferential
Università di Pisa • Scuola di Ingegneria • DESTEC • C.d.L.S Ingegneria Edile-Architettura • A.A. 2012/2013 Relatori: Ing. Marco Giorgio Bevilacqua • Prof. Ing. Pietro Croce • Eng. Arthur Lebée • Ing. Benedetta Biondi
Panel: 134 Toroidal (2,4) 2,16,34,8 Radial
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