The recent development of a new Italian seismic code, conceived as a transition towards the final /PuWJPy;
adoption of Eurocodes, has been an occasion to reconsider thoroughly the current criteria for [GT1,(}.
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seismic design of masonry buildings, their experimental and theoretical basis, their consequences p2?+[d
on practice. Drawing from this experience, a critical discussion of design criteria is presented, with zi 14]FWo
specific attention to the definition of behaviour factors to be used in elastic analysis and more TKydOw@P"
generally on methods and models for the seismic performance verification of masonry buildings. |,~A9
Necessary and possible developments of design/assessment procedures and code provisions are ]OUOL/J
presented, and research needs are outlined
