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 Q5T(nEA  
adoption of Eurocodes, has been an occasion to reconsider thoroughly the current criteria for 'w`d$c/p  
seismic design of masonry buildings, their experimental and theoretical basis, their consequences " xxXZGUp  
on practice. Drawing from this experience, a critical discussion of design criteria is presented, with 'T{pdEn8u  
specific attention to the definition of behaviour factors to be used in elastic analysis and more 4= $!_,.  
generally on methods and models for the seismic performance verification of masonry buildings. .n=xbx:=  
Necessary and possible developments of design/assessment procedures and code provisions are tQ6|PV  
presented, and research needs are outlined

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