GUSELLA, FEDERICO

GUSELLA, FEDERICO  

Ingegneria Civile e Ambientale (DICEA)  

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Risultati 1 - 20 di 33 (tempo di esecuzione: 0.04 secondi).
Titolo Data di pubblicazione Autore(i) File
A steel bracing system dissipating energy through moment-rotation hysteresis loops 2023 Mei A.; Gusella F.; Orlando M.
An innovative ductile bracing system easily repairable after a seismic event 2022 Federico Gusella; Alessandro Mei; Maurizio Orlando
Analisi del comportamento non lineare di sezioni chiuse composte da profili accoppiati piegati a freddo in flessione a quattro punti 2022 Gusella Federico; Mei Alessandro; Orlando Maurizio
Analysis of the dissipative behavior of steel beams for braces in three-point bending 2021 Gusella F., Orlando M.
Axial response of cold-formed steel bracing members with holes 2019 Gusella F.; Lavacchini G.; Orlando M.; Spinelli P.
Axial response of cold-formed steel bracing members with holes 2019 Gusella F., Lavacchini G., Orlando M., Spinelli P.
Effect of the plastic rotation randomness on the moment redistribution in reinforced concrete structures 2022 Gusella F.
Effects of pinching in the hysteresis loop of rack connections 2017 Gusella F., Orlando M., Vignoli A.
Evaluation of rack connection flexural resistance by the component method 2017 Federico, Gusella; Maurizio, Orlando; Klaus, Thiele; Andrea, Vignoli
Evaluation of rack connection mechanical properties by means of the Component Method 2018 Gusella F., Orlando M., Thiele K.
Experimental Investigation of the Forklift Truck Impact Effect on CFS Pallet Racks 2022 Federico Gusella; Maurizio Orlando
Experimental tests on beam-end connectors of cold-formed steel storage pallet racks 2017 Giordano, Saverio; Gusella, Federico; Lavacchini, Giovanni; Orlando, Maurizio; Spinelli, Paolo
EXPERIMENTAL TESTS ON PERFORATED COLD FORMED STEEL BRACING DIAGONALS 2019 Federico Gusella, Maurizio Orlando, Paolo Spinelli
Failure analysis and retrofitting of reinforced concrete beams in existing moment resisting frames 2023 Gusella F.; Orlando M.
Flexural Capacity of Steel Rack Connections Via The Component Method 2018 Federico Gusella, Maurizio Orlando, Andrea Vignoli ; Thiele, Klaus
Flexural capacity of steel rack connections via the component method 2018 Gusella F.; Orlando M.; Vignoli A.; Thiele K.
Homogenization of dynamic behaviour of heterogeneous beams with random Young's modulus 2019 Gusella F., Cluni F., Gusella V.
Homogenization of the heterogeneous beam dynamics: The influence of the random Young's modulus mixing law 2019 Gusella F., Cluni F., Gusella V.
Influence of beam-column joints behaviour on seismic response of R.C. existing buildings 2017 Federico Gusella; Andrea Borghini; Sonia Boschi; Andrea Vignoli
Influence of mechanical and geometric uncertainty on rack connection structural response 2019 Gusella F., Arwade S.R., Orlando M., Peterman K.D.