Definition of reduced order structural models for the analysis of seismic risk
Reference persons FABIO DI TRAPANI
Thesis type NUMERICAL
Description The thesis involves the calibration of representative reduced degrees of freedom models of reinforced concrete structures, aimed at evaluating seismic reliability through the use of non-linear dynamic analyses.
Required skills Excellent knowledge of seismic engineering, structural engineering, good command of FEM modeling
Deadline 14/09/2024 PROPONI LA TUA CANDIDATURA