Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is aimed at evaluating the seismic response of unreinforced masonry buildings complying with the provisions of the Italian national code. Indications are supplied on the congruence between code rules and results of nonlinear static analyses performed according to the code itself. The results provide a contribution for improving the seismic code requirements.
Seismic safety of simple masonry buildings
GUADAGNUOLO, Mariateresa;FAELLA, Giuseppe
2008
Abstract
Italian and European seismic codes differ in requirements for simple masonry buildings. The paper is aimed at evaluating the seismic response of unreinforced masonry buildings complying with the provisions of the Italian national code. Indications are supplied on the congruence between code rules and results of nonlinear static analyses performed according to the code itself. The results provide a contribution for improving the seismic code requirements.File in questo prodotto:
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