MASONRY BUILDING DESIGN IN SEISMIC AREAS [复制链接]

The recent development of a new Italian seismic code, conceived as a transition towards the final ?pWda<&  
adoption of Eurocodes, has been an occasion to reconsider thoroughly the current criteria for 6_&S ?yA  
seismic design of masonry buildings, their experimental and theoretical basis, their consequences j;I(w [@P  
on practice. Drawing from this experience, a critical discussion of design criteria is presented, with WRrg5&._q  
specific attention to the definition of behaviour factors to be used in elastic analysis and more \D1@UyE  
generally on methods and models for the seismic performance verification of masonry buildings. |kY  
Necessary and possible developments of design/assessment procedures and code provisions are `!xI!Y\  
presented, and research needs are outlined

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