EXAMPLE 6. BUILDING VALUATION & REDESIGN STUDY

EXAMPLE 6: "STUDY FOR THE VALUATION AND REDESIGN OF A BUILDING ACCORDING TO THE CANC. 19 (2) Q (mobile) (3) EX (epicyclic loads forces of the earthquake at XI, from dynamic analysis). (4) EZ (epicyclic loads forces of the earthquake at ZII, from dynamic analysis). (5) Erx ± (epicentric torsional moment loads resulting from the epicentric forces of the earthquake XI displaced by the random eccentricity ±2eτzi). (6) Erz±(epicyclic torsional moment loads resulting from the epicyclic forces of the earthquake ZLI displaced by the random eccentricity ±2eτxi. (7) EY (vertical seismic component -earthquake by y- from dynamic analysis). - Pushover Analysis . The simulation is subjected to horizontal loads distributed in a manner proportional to the inertial forces of the earthquake, which will increase monotonically, generally until a structural element is no longer able to carry its vertical loads.