The Institute of Theoretical and Applied Mechanics 3 records found  Search took 0.02 seconds. 
1.
A masonry chimney 50 meters high, severely damaged by the May 2012 Emilia-Romagna (Italy) seismic sequence is numerically analyzed by means of non linear static and dynam [...]
2.
The present paper presents a series of FE non-linear dynamic analyses performed on masonry church facades subjected to seismic excitation. The facades are modeled as trul [...]
3.
The present paper is devoted to the discussion of the results obtained by a series of non-linear static and dynamic analyses performed on a relevant structural Roman artw [...]

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