In this paper, the seismic behaviour of an important masonry Renaissance palace in Ferrara is investigated. A 2-D in-plane inelastic analysis of the main front is presented and three different 2-D models are critically compared.
2-D non-linear seismic analysis of a historical masonry building in Ferrara
MILANI, GABRIELE
2006-01-01
Abstract
In this paper, the seismic behaviour of an important masonry Renaissance palace in Ferrara is investigated. A 2-D in-plane inelastic analysis of the main front is presented and three different 2-D models are critically compared.File in questo prodotto:
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