Genovese, Federica

Genovese, Federica  

Dipartimento di Architettura e Territorio  

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Risultati 1 - 14 di 14 (tempo di esecuzione: 0.032 secondi).
Titolo Data di pubblicazione Autore(i) File
1D non-linear seismic response analysis of soft soil deposits 1-gen-2019 Di Filippo, G.; Genovese, F.; Biondi, G.; Cascone, E.
A novel interval matrix stiffness method for the analysis of steel frames with uncertain semi-rigid connections 1-gen-2024 Genovese, F.; Sofi, A.
A NOVEL METHOD FOR THE GENERATION OF FULLY NON-STATIONARY SPECTRUM COMPATIBLE ARTIFICIAL ACCELEROGRAMS 1-gen-2021 Genovese, Federica; Muscolino, Giuseppe; Biondi, Giovanni; Cascone, Ernesto
Bounds of reliability function for structural systems subjected to a set of recorded accelerograms 1-gen-2021 Genovese, F.; Muscolino, G.; Sofi, A.
Bounds of reliability function for structural systems subjected to imprecise seismic actions 1-gen-2021 Genovese, F; Muscolino, G; Sofi, A
Design sensitivity analysis of structural systems with damping devices subjected to fully non-stationary stochastic seismic excitations 1-gen-2023 Genovese, F.; Alderucci, T.; Muscolino, G.
Effects of stochastic generation on the elastic and inelastic spectra of fully non-stationary accelerograms 1-gen-2023 Genovese, F.; Muscolino, G.; Palmeri, A.
Energy-compatible modulating functions for the stochastic generation of fully non-stationary artificial accelerograms and their effects on seismic site response analysis 1-gen-2023 Genovese, F.; Biondi, G.; Cascone, E.; Muscolino, G.
Generation of fully non-stationary random processes consistent with target accelerograms 1-gen-2021 Muscolino, Giuseppe; Genovese, Federica; Biondi, Giovanni; Cascone, Ernesto
Geotechnical aspects affecting the selection of input motion for seismic site response analysis 1-gen-2019 Genovese, Federica; Aliberti, Domenico; Biondi, Giovanni; Cascone, Ernesto
Influence of Soil Heterogeneity on the Selection of Input Motion for 1D Seismic Response Analysis 1-gen-2020 Genovese, F.; Aliberti, D.; Biondi, G.; Cascone, E.
Influence of Soil Non-linear Behaviour on the Selection of Input Motion for Dynamic Geotechnical Analysis 1-gen-2021 Genovese, F.
Reliability Bounds for Structural Systems Subjected to a Set of Recorded Accelerograms Leading to Imprecise Seismic Power Spectrum 1-gen-2022 Muscolino, G.; Genovese, F.; Sofi, A.
Stochastic analysis of double-skin façades subjected to imprecise seismic excitation 1-gen-2023 Genovese, F.; Sofi, A.