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 "midC(rTm  
adoption of Eurocodes, has been an occasion to reconsider thoroughly the current criteria for ^q)s  
seismic design of masonry buildings, their experimental and theoretical basis, their consequences }SBpc{ch  
on practice. Drawing from this experience, a critical discussion of design criteria is presented, with =MokbK2  
specific attention to the definition of behaviour factors to be used in elastic analysis and more 
^@n?&  
generally on methods and models for the seismic performance verification of masonry buildings. GMYfcZ/,K  
Necessary and possible developments of design/assessment procedures and code provisions are }*M>gvPo  
presented, and research needs are outlined

jariogfskpfpkPOAERGHPOTUIEOYIRPUO;UOTP'