Seismic assessment of existing Masonry building by pushover analysis

Tags: damage to spandrels, displacement demand, equivalent frame modeling, floor diaphragms, global response, local analysis, masonry building, non linear dynamic analysis, non linear time history analysis, post-earthquake damage, pushover analysis, seismic assessment of existing masonry building, sismica, Software calcolo strutturale, strength criteria, University of Pavia, vaults, very flexible diaphragms