Federico GUSELLA

Ruolo attuale:: Ricercatore Legge 240/10 a tempo determinato
SSD:: CEAR-07/A - Tecnica delle costruzioni
Afferenza organizzativa:: Dipartimento di Ingegneria Civile e Ambientale (DICEA)

Recapiti

federico.gusella(AT)unifi.it

Federico GUSELLA

Orario di ricevimento (aggiornato al 05/10/2023)

RICEVIMENTO DEI CORSI DI TECNICA DELLE COSTRUZIONI

-Venerdì pomeriggio dalle ore 16:00

-Previo appuntamento da fissare via e-mail (federico.gusella@unifi.it)

RICEVIMENTO TESI DI LAUREA

Previo appuntamento da fissare via e-mail

Federico GUSELLA

Curriculum

(2011) Laurea Triennale, Università di Firenze. Titolo Tesi: Caratterizzazione del Calcestruzzo in Opera e delle Armature per Edifici Strategici.

(2013) Laurea Magistrale in Ingegneria Civile, Università di Firenze. Titolo Tesi: Seismic Vulnerability Assessment of Reinforced Concrete Buildings: Modeling of the Beam-Column Joint Behaviour and Application to Santa Maria Annunziata Hospital in Bagno a Ripoli.

(2015/2019) Dottorato di Ricerca International Doctorate in Civil and Environmental Engineering – Ciclo XXXI – Curriculum: Construction Design, Verification and Control – Titolo Tesi: On the mechanical behavior of steel rack connections and its influence on the seismic response of industrial storage systems.

(2019/2020) Assegno di Ricerca per le esigenze del Programma di Ricerca: STRUTTURE INDUSTRIALI “SMART” DI ACCIAIO FORMATO A FREDDO. Settore disciplinare ICAR/09.

(2022) Assegno di Ricerca per le esigenze del Programma di Ricerca: Sperimentazione e Modellazione numerica di elementi strutturali di acciaio e in C.A. Settore disciplinare ICAR/09.

(2023) Ricercatore Tempo Determinato tipo A (RTDA) presso l’Università di Firenze, Dipartimento di Ingegneria Civile e Ambientale. Settore disciplinare ICAR/09.

Federico GUSELLA

Pubblicazioni

Legenda

Contributo su rivista |

Articolo su libro |

Libro |

Contributo in atti di convegno (proceeding) |

Brevetto |

Curatela | Altro

Altro |

Tesi di Dottorato

Giovanni Menichini; Federico Gusella; Salvatore Giacomo Morano; Maurizio Orlando (2025). RC dapped-end beams with various reinforcement layouts: An experimental investigation. ENGINEERING STRUCTURES, vol. 322, pp. 1-21, ISSN:1873-7323 DOI Accesso ONLINE all'editore

Gusella F.; Bartoli G. (2025). An analytical assessment of the length of plastification of partially restrained RC beams. ENGINEERING STRUCTURES, vol. 322, pp. 1-16, ISSN:0141-0296 DOI

Menichini G.; Gusella F.; Orlando M. (2024). On the Verification of Discontinuity Regions in Existing RC Structural Elements Using Strut and Tie Models. In: Italian Concrete Conference, ICC 2022, Napoli, 12-15 ottobre 2022, Springer Science and Business Media Deutschland GmbH, vol. 435 LNCE, pp. 442-456, ISBN:978-3-031-43101-2 DOI Accesso ONLINE all'editore

Giovanni Menichini; Federico Gusella; Salvatore Giacomo Morano; Maurizio Orlando (2024). Experimental campaign on dapped-end beams with different reinforcement layouts. In: Italian Concrete Conference 2024, Firenze, 19-21 giugno 2024, aicap-CTE 2024, pp. 249-256, ISBN:978-88-90364-70-9

Menichini G.; Gusella F.; Orlando M. (2024). Methods for evaluating the ultimate capacity of existing RC half-joints. ENGINEERING STRUCTURES, vol. 299, pp. 1-18, ISSN:1873-7323 DOI Accesso ONLINE all'editore

Federico Gusella (2024). Simplified Numerical Model Reproducing the Nonlinear Behavior of a Knee Bracing System Equipped with a Dissipative Fuse. Proceedings of the 11th International Conference on Behaviour of Steel Structures in Seismic Areas. STESSA 2024. Lecture Notes in Civil Engineering, vol 520. Springer, Cham., pp. 265-275 DOI Accesso ONLINE all'editore

Gusella F.; Bartoli G. (2024). Retrofitting through the loss-Based Earthquake engineering. BULLETIN OF EARTHQUAKE ENGINEERING, pp. 1-25, ISSN:1570-761X DOI

Gusella, Federico (2024). Expected damage assessment of RC half-joints under traffic load. PROBABILISTIC ENGINEERING MECHANICS, vol. 77, pp. 1-11, ISSN:0266-8920 DOI

Gusella F.; Orlando M. (2023). Failure analysis and retrofitting of reinforced concrete beams in existing moment resisting frames. ENGINEERING FAILURE ANALYSIS, vol. 153, pp. 107601-107615, ISSN:1350-6307 DOI

Mei A.; Gusella F.; Orlando M. (2023). A steel bracing system dissipating energy through moment-rotation hysteresis loops. ENGINEERING STRUCTURES, vol. 280, pp. 1-15, ISSN:0141-0296 DOI Accesso ONLINE all'editore

Marafini F.; Monchetti S.; Zini G.; Gusella F.; Giachetti A.; Betti M.; Bartoli G. (2023). Numerical Insight on the Dynamic Identification of a Reinforced Concrete Bell Tower. In: Experimental Vibration Analysis for Civil Engineering Structures - EVACES 2023 - Volume 2, ita, 2023, Springer Science and Business Media Deutschland GmbH, vol. 432, pp. 620-629, ISBN:978-3-031-39108-8 DOI

Gusella Federico; Menichini Giovanni; Orlando Maurizio (2022). Sulla duttilità di telai multi-campata in calcestruzzo armato progettati per carichi verticali. In: ITALIAN CONCRETE CONFERENCE, NAPOLI, 12-15 ottobre 2022, GWMAX srl, pp. 596-600.

MENICHINI GIOVANNI; GUSELLA FEDERICO; ORLANDO MAURIZIO (2022). Sulla verifica di regioni di discontinuità in elementi strutturali esistenti in CA con modelli Tirante-Puntone. In: Italian Concrete Conference, Napoli, 12-15 ottobre 2022, GWMAX srl, Erba, pp. 588-595.

Gusella Federico; Mei Alessandro; Orlando Maurizio (2022). Analisi del comportamento non lineare di sezioni chiuse composte da profili accoppiati piegati a freddo in flessione a quattro punti. In: XXVIII CONGRESSO C.T.A. - LE GIORNATE ITALIANE DELLA COSTRUZIONE IN ACCIAIO, Francavilla al Mare (CH), 29-30 Settembre - 1 Ottobre 2022, C.T.A., pp. 137-144.

Gusella F.; Orlando M.; Peterman K.D. (2022). The impact of variability and combined loads on fuses in braced frames. STRUCTURES, vol. 35, pp. 650-666, ISSN:2352-0124 DOI

Federico Gusella; Maurizio Orlando; Kara D. Peterman (2022). Dynamic identification of selective steel storage pallet rack. In: Online, Online, 17-19 ottobre 2022, Cold-Formed Steel Research Consortium (CFSRC), pp. 1-5.

Gusella F.; Orlando M.; Peterman K. (2022). Stiffness and resistance of brace-to-upright joints with lipped channel braces assembled flange-to-flange. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 193, pp. 1-15, ISSN:0143-974X DOI Accesso ONLINE all'editore

Federico Gusella; Maurizio Orlando (2022). Experimental Investigation of the Forklift Truck Impact Effect on CFS Pallet Racks. THE OPEN CIVIL ENGINEERING JOURNAL, vol. 16, pp. 0-0, ISSN:1874-1495 DOI Accesso ONLINE all'editore

Federico Gusella; Alessandro Mei; Maurizio Orlando (2022). An innovative ductile bracing system easily repairable after a seismic event. In: Convegno ANIDIS XIX & ASSISi XVII - 2022, Torino, 11-15 settembre 2022, ANIDIS, pp. 1-8. DOI

Gusella F. (2022). Effect of the plastic rotation randomness on the moment redistribution in reinforced concrete structures. ENGINEERING STRUCTURES, vol. 252, pp. 113652-113652, ISSN:0141-0296 DOI Accesso ONLINE all'editore

Gusella F., Orlando M., Peterman K.D. (2021). Influence of mechanical and geometric uncertainty on the seismic performance of cold-formed steel braces with additional holes. STRUCTURES, vol. 29, pp. 494-506, ISSN:2352-0124 DOI Accesso ONLINE all'editore

Galeotti C., Gusella F., Orlando M., Spinelli P. (2021). On the seismic response of steel storage pallet racks with selective addition of bolted joints. STRUCTURES, vol. 34, pp. 3806-3817, ISSN:2352-0124 DOI

Claudio Galeotti, Federico Gusella, Maurizio Orlando, Paolo Spinelli (2021). On the seismic response of steel storage pallet racks with selective addition of bolted joints. STRUCTURES, vol. 34, pp. 3806-3817, ISSN:2352-0124 DOI Accesso ONLINE all'editore

Gusella F., Orlando M. (2021). Analysis of the dissipative behavior of steel beams for braces in three-point bending. ENGINEERING STRUCTURES, vol. 244, pp. 112717-112717, ISSN:0141-0296 DOI Accesso ONLINE all'editore

Federico Gusella; Maurizio Orlando; Kara D. Peterman (2020). The effect of mechanical and geometric uncertainty on perforated CFS bracing members. In: 2020 CFSRC Colloquium, Online, 10 ottobre 2020, Cold-Formed Steel Research Consortium (CFSRC), pp. 1-10.

Gusella F.; Lavacchini G.; Orlando M.; Spinelli P. (2019). Axial response of cold-formed steel bracing members with holes. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 161, pp. 70-85, ISSN:0143-974X DOI

Gusella F., Orlando M., Peterman K.D. (2019). On the required ductility in beams and connections to allow a redistribution of moments in steel frame structures. ENGINEERING STRUCTURES, vol. 179, pp. 595-610, ISSN:0141-0296 DOI Accesso ONLINE all'editore

Federico Gusella (2019). On the mechanical behavior of steel rack connections and its influence on the seismic response of industrial storage systems. (Tutor: Maurizio Orlando, Klaus Thiele)

Gusella F., Cluni F., Gusella V. (2019). Homogenization of the heterogeneous beam dynamics: The influence of the random Young's modulus mixing law. COMPOSITES. PART B, ENGINEERING, vol. 167, pp. 608-614, ISSN:1359-8368 DOI Accesso ONLINE all'editore

Gusella F., Cluni F., Gusella V. (2019). Homogenization of dynamic behaviour of heterogeneous beams with random Young's modulus. EUROPEAN JOURNAL OF MECHANICS. A, SOLIDS, vol. 73, pp. 260-267, ISSN:0997-7538 DOI Accesso ONLINE all'editore

Gusella F., Lavacchini G., Orlando M., Spinelli P. (2019). Axial response of cold-formed steel bracing members with holes. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 161, pp. 70-85, ISSN:0143-974X DOI Accesso ONLINE all'editore

Federico Gusella, Maurizio Orlando, Paolo Spinelli (2019). EXPERIMENTAL TESTS ON PERFORATED COLD FORMED STEEL BRACING DIAGONALS. In: The 9th International Conference on Steel and Aluminium Structures ICSAS19, Hollins Hall Hotel, Golf & Country Club - Hollins Hill, Bradford, BD17 7QW, 3-5 luglio 2019, ., pp. 548-559.

Gusella F., Arwade S.R., Orlando M., Peterman K.D. (2019). Influence of mechanical and geometric uncertainty on rack connection structural response. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 153, pp. 343-355, ISSN:0143-974X DOI

Gusella F., Orlando M., Spinelli P. (2019). Pinching in Steel Rack Joints: Numerical Modelling and Effects on Structural Response. INTERNATIONAL JOURNAL OF STEEL STRUCTURES, vol. 19, pp. 131-146, ISSN:1598-2351 DOI Accesso ONLINE all'editore

Gusella F.; Orlando M.; Vignoli A.; Thiele K. (2018). Flexural capacity of steel rack connections via the component method. THE OPEN CONSTRUCTION & BUILDING TECHNOLOGY JOURNAL, vol. 12, pp. 90-100, ISSN:1874-8368 DOI

Gusella F., Lavacchini G., Orlando M. (2018). Monotonic and cyclic tests on beam-column joints of industrial pallet racks. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 140, pp. 92-107, ISSN:0143-974X DOI

Gusella F., Orlando M., Thiele K. (2018). Evaluation of rack connection mechanical properties by means of the Component Method. JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, vol. 149, pp. 207-224, ISSN:0143-974X DOI Accesso ONLINE all'editore

Federico Gusella, Maurizio Orlando, Andrea Vignoli ; Thiele, Klaus (2018). Flexural Capacity of Steel Rack Connections Via The Component Method. THE OPEN CONFERENCE PROCEEDINGS JOURNAL, vol. 12, pp. 90-100, ISSN:2210-2892 DOI Accesso ONLINE all'editore

Giordano, Saverio; Gusella, Federico; Lavacchini, Giovanni; Orlando, Maurizio; Spinelli, Paolo (2017). Experimental tests on beam-end connectors of cold-formed steel storage pallet racks. In: EUROSTEEL 2017, Copenhagen, Denmark, September 13–15, 2017, Ernst&Sohn, vol. 1, pp. 669-678. DOI

Gusella F., Orlando M., Vignoli A. (2017). Effects of pinching in the hysteresis loop of rack connections. In: XVII Convegno ANIDIS - L'INGEGNERIA SISMICA IN ITALIA, PISTOIA, 17-21 SETTEMBRE 2017, PISA University Press, pp. 1246-1253.

Federico, Gusella; Maurizio, Orlando; Klaus, Thiele; Andrea, Vignoli (2017). Evaluation of rack connection flexural resistance by the component method. In: XXVI CONGRESSO CTA, VENEZIA, 28-30 SETTEMBRE 2017, GECHI EDIZIONI, pp. 713-720, ISBN:9788885522008

Federico Gusella; Andrea Borghini; Sonia Boschi; Andrea Vignoli (2017). Influence of beam-column joints behaviour on seismic response of R.C. existing buildings. In: XVII Convegno ANIDIS. L’ingegneria sismica in Italia, UPI - Pisa university press, pp. 45-54, ISBN:978-886741-8541

Borghini A., Gusella F., Vignoli A. (2016). Seismic vulnerability of existing R.C. buildings: A simplified numerical model to analyse the influence of the beam-column joints collapse. ENGINEERING STRUCTURES, vol. 121, pp. 19-29, ISSN:0141-0296 DOI Accesso ONLINE all'editore

Federico GUSELLA

Curriculum

(2011) University Degree. University of Florence - Thesis Title: Caratterizzazione del Calcestruzzo in Opera e delle Armature per Edifici Strategici. Advisor Prof. A. Vignoli.

(2013) University Master Degree in Civil and Environmental Engineering - University of Florence - Thesis Title: Seismic Vulnerability Assessment of Reinforced Concrete Buildings: Modeling of the Beam-Column Joint Behaviour and Application to Santa Maria Annunziata Hospital in Bagno a Ripoli. Advisors Prof. A. Vignoli, Prof. G. Bartoli.

(2015/2019) International Doctorate in Civil and Environmental Engineering – Curriculum: Construction Design, Verification and Control – Thesis: On the mechanical behavior of steel rack connections and its influence on the seismic response of industrial storage systems. Advisors: Prof. Maurizo Orlando, Prof. Andrea Vignoli, Prof. Klaus Thiele.

(2019/2020) Research activity: Smart industrial steel structures, project supported by POR FESER Toscana 2014-2020.

(2022) Researcher at the Department of Civil and Environmental Engineering of the University of Florence (ITA). Research activity: Experimental tests and numerical models of steel and reinforced concrete structures.

(2023) Researcher at the Department of Civil and Environmental Engineering of the University of Florence (ITA). Research activity: Seismic Risk