Numerical analisys of Out-of-plane behaviour of infilled frames under seismic loads
Reference persons FABIO DI TRAPANI
Thesis type NUMERICA E SPERIMENTALE
Description The thesis regards the numerical simulation under seismic loads of in -plane and out -of -plane response of masonry infill panels in reinforced concrete structures. The purpose is to evaluate their capacity in the presence of different levels of pre-damage.
The simulations (static and dynamic) provide FEM 3D analyses by using brick elements and friction interfaces.
Required skills scienza delle costruzioni, tecnica delle costruzioni, basi di modellazoine FEM
Deadline 03/10/2023 PROPONI LA TUA CANDIDATURA