The results are presented of some numerical analyses carried out to determine the stress state in the Civic Tower of Pavia (Italy) induced by the self-weight and by wind effects. The mechanical properties of masonry were determined from experiments, supplemented by detailed numerical simulations. A reasonable hypothesis was formulated for the collapse of the Tower according to the computed stress state which was particularly high in some parts of the building.
La Torre Civica di Pavia: simulazioni numeriche per la determinazione delle sollecitazioni e delle caratteristiche meccaniche della muratura
POGGI, CARLO;TALIERCIO, ALBERTO;SACCHI LANDRIANI, GIANNANTONIO
1993-01-01
Abstract
The results are presented of some numerical analyses carried out to determine the stress state in the Civic Tower of Pavia (Italy) induced by the self-weight and by wind effects. The mechanical properties of masonry were determined from experiments, supplemented by detailed numerical simulations. A reasonable hypothesis was formulated for the collapse of the Tower according to the computed stress state which was particularly high in some parts of the building.File in questo prodotto:
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