http://www.cnr.it/ontology/cnr/individuo/prodotto/ID92060
The \"Rognosa\" tower in San Gimignano: digital acquisition and structural analysis (Contributo in atti di convegno)
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- Label
- The \"Rognosa\" tower in San Gimignano: digital acquisition and structural analysis (Contributo in atti di convegno) (literal)
- Anno
- 2010-01-01T00:00:00+01:00 (literal)
- Alternative label
Callieri M.; Corsini M.; Girardi M.; Padovani C.; Pagni A.; Pasquinelli G.; Scopigno R. (2010)
The "Rognosa" tower in San Gimignano: digital acquisition and structural analysis
in Tenth International Conference on Computational Structures Technology, Valencia, Spain
(literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#autori
- Callieri M.; Corsini M.; Girardi M.; Padovani C.; Pagni A.; Pasquinelli G.; Scopigno R. (literal)
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- http://www.civil-comp.com/conf/cst2010.htm (literal)
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- In: CST 2010 - Tenth International Conference on Computational Structures Technology (Valencia, Spain, 14-17 September 2010). Proceedings, article n. 138. B.H.V. Topping, J.M. Adam, F.J. Pallarés, R. Bru, M.L. Romero (eds.). Civil-Comp Press, 2010. (literal)
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- ABSTRACT: The paper describes the research activities conducted on the 13th century Rognosa tower in San Gimignano (Siena, Italy), the historic town inscribed on the Unesco World Heritage List in 1990. A structural nonlinear analysis of the tower has been performed via the freeware finite element code NOSA. The finite element mesh of the tower has been generated using a three-dimensional digital model of the tower and the surrounding buildings. The geometry data has been acquired by means of a time-of-flight laser scanner and then processed into the open source software MeshLab and other geometry processing tools. The behaviour of the tower, subjected to its own weight and time-dependent loads modelling the seismic excitations, has been investigated. (literal)
- Note
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#affiliazioni
- Titolo
- The \"Rognosa\" tower in San Gimignano: digital acquisition and structural analysis (literal)
- Http://www.cnr.it/ontology/cnr/pubblicazioni.owl#isbn
- Abstract
- The paper describes the research activities conducted on the 13th century Rognosa tower in San Gimignano (Siena, Italy), the historic town inscribed on the Unesco World Heritage List in 1990. A structural nonlinear analysis of the tower has been performed via the freeware finite element code NOSA. The finite element mesh of the tower has been generated using a three-dimensional digital model of the tower
and the surrounding buildings. The geometry data has been acquired by means of a time-of-flight laser scanner and then processed into the open source software MeshLab and other geometry processing tools. The behaviour of the tower, subjected to its own weight and time-dependent loads modelling the seismic excitations, has been investigated. (literal)
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