The paper describes the numerical techniques implemented in the finite-element code NOSA for structural analysis of masonry constructions. The code is then applied to the analysis of "Buti's bell tower", a medieval structure located on the Pisa mountains, under two different conditions: firstly, with the structure subjected to its own weight alone, and then while subjected to both its own weight and a horizontal load, which models an earthquake. The displacement and stress fields, as well as the distribution of cracking have been calculated with NOSA and the numerical results analysed and compared to the actual distribution of fractures in the tower.

Structural analysis of Buti's bell tower

Padovani C;Pasquinelli G
2003

Abstract

The paper describes the numerical techniques implemented in the finite-element code NOSA for structural analysis of masonry constructions. The code is then applied to the analysis of "Buti's bell tower", a medieval structure located on the Pisa mountains, under two different conditions: firstly, with the structure subjected to its own weight alone, and then while subjected to both its own weight and a horizontal load, which models an earthquake. The displacement and stress fields, as well as the distribution of cracking have been calculated with NOSA and the numerical results analysed and compared to the actual distribution of fractures in the tower.
2003
Istituto di Scienza e Tecnologie dell'Informazione "Alessandro Faedo" - ISTI
Masonry constructions
Finite-element analysis
Seismic analysis
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/20.500.14243/142901
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