Giancarlo Ramaglia
RicercatoreBiografia
Giancarlo Ramaglia si laurea in Ingegneria Civile con specializzazione in Ingegneria Strutturale e Geotecnica presso l’Università degli Studi di Napoli, Federico II. Prosegue gli studi post-laurea dottorandosi in Ingegneria dei Materiali e delle Strutture, 28° Ciclo presso l'Università degli Studi Napoli Federico II, specializzandosi nell'utilizzo di materiali innovativi per il consolidamento del costruito esistente, con particolare attenzione a quello in muratura vincolato, e sulla modellazione avanzata analitica e numerica. Dal 2015, contestualmente alle attività di ricerca, svolge attività professionale di consulenza, progettazione e direzione lavori in ambito privato e pubblico. Attualmente e ricercatore presso l’università Telematica Pegaso e componente del comitato del Corso di Studi (CDS) di L-7 e membro del Gruppo di Accreditamento e Valutazione (GAV) del CdS di LM-26. Le attività di ricerca sono visibili in diverse pubblicazioni su libri, convegni e riviste scientifiche.
Facoltà
Facoltà di Ingegneria e informatica
Materia d'insegnamento
Attualmente è co-titolare degli insegnamenti di “Tecnica delle Costruzioni” per il corso di Laurea in Ingegneria Civile (L-7) e di “Strutture in zona sismica” per il corso di Laurea Magistrale in Ingegneria della Sicurezza (LM-26).
Ricevimento
Venerdì, 16:30-18:30
Modalità di prenotazione degli uffici
On-line
Pubblicazioni
| Ramaglia, G.; Lignola, G. P.; Prota, A.A GENERALIZED APPROACH FOR DUCTILITY ASSESSMENT OF STRENGTHENED MASONRY WITH COMPOSITES2019https://hdl.handle.net/20.500.12607/446109789892098388 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Prota, AndreaA simplified approach to evaluate retrofit effects on curved masonry structures2015https://hdl.handle.net/20.500.12607/446179783905594652 |
| Somma, F.; Lignola, G.; Ramaglia, G.; de Sanctis, L.; Iovino, M.; Oztoprak, S.; Flora, A.An interdisciplinary investigation of the seismic performance of a historic tower in Istanbul during the 1999 Kocaeli earthquake2023https://hdl.handle.net/20.500.12607/4463410.1007/s10518-023-01638-6 |
| Prota, Andrea; Piero Lignola, Gian; Ramaglia, Giancarlo; Belliazzi, StefanoAspetti strutturali per il miglioramento delle terme suburbane di Pompei2020https://hdl.handle.net/20.500.12607/39370 |
| Crisci, G.; Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Assessment of flexural ductility in strengthened masonry with composites including the effect of matrix2020https://hdl.handle.net/20.500.12607/44648 |
| RUSSO SPENA, Francesco; Ramaglia, Giancarlo; Lignola, GIAN PIERO; Prota, AndreaClosed-form solution for the Timoshenko beam on elastic soil2015https://hdl.handle.net/20.500.12607/446089788898720088 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Prota, AndreaCollapse analysis of slender masonry barrel vaults2016https://hdl.handle.net/20.500.12607/4463910.1016/j.engstruct.2016.03.016 |
| Ramaglia, G.; Lignola, G. P.; Prota, A.Comparison of Two Parameters Models for clay brick masonry confined by FRP2020https://hdl.handle.net/20.500.12607/4463010.3221/IGF-ESIS.51.23 |
| Somma, F.; Lignola, G.; Ramaglia, G.; de Sanctis, L.; Iovino, M.; Oztoprak, S.; Flora, A.Correction to: An interdisciplinary investigation of the seismic performance of a historic tower in Istanbul during the 1999 Kocaeli earthquake (Bulletin of Earthquake Engineering, (2023), 21, 5, (2921-2945), 10.1007/s10518-023-01638-6)2023https://hdl.handle.net/20.500.12607/4463110.1007/s10518-023-01732-9 |
| Fabbrocino, F; Ramaglia, G; Lignola, G P; Prota, A; Manfredi, GDuctility capacity assessment of masonry members strengthened with composites2019https://hdl.handle.net/20.500.12607/2218 |
| Ramaglia, Giancarlo; Fabbrocino, Francesco; Lignola Gian, Piero; Prota, AndreaDuctility capacity assessment of masonry members strengthened with composites2019https://hdl.handle.net/20.500.12607/4462110.7712/120119.6982.19128 |
| Fabbrocino, F; Ramaglia, G; Lignola, G P; Prota, ADuctility-based incremental analysis of curved masonry structures2019https://hdl.handle.net/20.500.12607/2181DOI: 10.1016/j.engfailanal.2019.01.027 |
| Fabbrocino, F.; Ramaglia, G.; Lignola, G. P.; Prota, A.Ductility-based incremental analysis of curved masonry structures2019https://hdl.handle.net/20.500.12607/4464410.1016/j.engfailanal.2019.01.027 |
| Ramaglia, G.; Lignola, G. P.; Fabbrocino, F; Prota, A.Effect of FRCM properties on masonry out of plane strengthening2017https://hdl.handle.net/20.500.12607/44623978-3-905594-66-9 |
| Ramaglia, G; Crisci, G; Lignola Gian, Piero; Fabbrocino, F; Prota, AEffect of Matrix on Flexural Capacity of Masonry Members Strengthened with Composites2021https://hdl.handle.net/20.500.12607/226310.1007/978-3-030-88166-5_126 |
| Ramaglia, Giancarlo; Crisci, Giovanni; Lignola, Gian Piero; Fabbrocino, Francesco; Prota, AndreaEffect of Matrix on Flexural Capacity of Masonry Members Strengthened with Composites2022https://hdl.handle.net/20.500.12607/4460710.1007/978-3-030-88166-5_126978-3-030-88165-8 |
| Crisci, G; Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, AEffects of the Mortar Matrix on the Flexural Capacity of Masonry Cross Sections Strengthened with FRCM Materials2020https://hdl.handle.net/20.500.12607/224410.3390/app10217908 |
| Crisci, G.; Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Effects of the mortar matrix on the flexural capacity of masonry cross sections strengthened with frcm materials2020https://hdl.handle.net/20.500.12607/4463210.3390/app10217908 |
| Ramaglia, G.; Crisci, G.; Fabbrocino, F.; Lignola, G. P.; Prota, A.FRP vs FRCM in flexural strengthening of masonry2019https://hdl.handle.net/20.500.12607/446229783947971077 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; F., Ceroni; Prota, Andrea; M. R., PecceIl comportamento nel piano e fuori piano delle strutture in muratura nelle valutazioni di vulnerabilità sismica a larga scala2015https://hdl.handle.net/20.500.12607/446119788857904474 |
| Ramaglia, G; Fabbrocino, F; Lignola, G P; Prota, AImpact of FRP and FRCM on the ductility of strengthened masonry members2020https://hdl.handle.net/20.500.12607/224510.1016/j.istruc.2020.09.025 |
| Ramaglia, Giancarlo; Fabbrocino, Francesco; Lignola, Gian Piero; Prota, AndreaImpact of FRP and FRCM on the ductility of strengthened masonry members2020https://hdl.handle.net/20.500.12607/4463610.1016/j.istruc.2020.09.025 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, AImpact of inorganic matrix strengthening systems on heritage masonry structures2017https://hdl.handle.net/20.500.12607/2203 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, AImpact of natural fibers on the ultimate behaviour of masonry elements2017https://hdl.handle.net/20.500.12607/2208 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, AIncremental analysis of masonry barrel vaults2017https://hdl.handle.net/20.500.12607/22059789898481580 |
| Aiello, M. A.; Bencardino, F.; Cascardi, A.; D'Antino, T.; Fagone, M.; Frana, I.; La Mendola, L.; Lignola, G. P.; Mazzotti, C.; Micelli, F.; Minafo, G.; Napoli, A.; Ombres, L.; Oddo, M. C.; Poggi, C.; Prota, A.; Ramaglia, G.; Ranocchiai, G.; Realfonzo, R.; Verre, S.Masonry columns confined with fabric reinforced cementitious matrix (FRCM) systems: A round robin test2021https://hdl.handle.net/20.500.12607/4465010.1016/j.conbuildmat.2021.123816 |
| Fabbrocino, F.; Belliazzi, S.; Ramaglia, G.; Lignola, G. P.; Prota, A.Masonry walls retrofitted with natural fibers under tsunami loads2021https://hdl.handle.net/20.500.12607/4364510.1617/s11527-021-01707-9 |
| Ramaglia, Giancarlo; Lignola, Gian Piero; Fabbrocino, Francesco; Prota, AndreaMulti-parameters mechanical modeling to derive a confinement model for masonry columns2019https://hdl.handle.net/20.500.12607/4463710.1016/j.conbuildmat.2019.04.111 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, AMulti-parameters mechanical modeling to derive a confinement model for masonry columns2019https://hdl.handle.net/20.500.12607/2184DOI: 10.1016/j.conbuildmat.2019.04.111 |
| Ramaglia, G.; Fabbrocino, F.; Lignola, G. P.; Prota, A.Natural fibers for structural sustainable out of plane retrofit of existing masonry2019https://hdl.handle.net/20.500.12607/44645 |
| Ramaglia, G; Fabbrocino, F; Lignola, G P; Prota, ANatural fibers for structural sustainable out of plane retrofit of existing masonry2019https://hdl.handle.net/20.500.12607/2229 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, ANumerical Investigation of Masonry Strengthened with Composites2018https://hdl.handle.net/20.500.12607/2171DOI 10.3390/polym10030334.019 |
| Ramaglia, G; Lignola, G P; Fabbrocino, F; Prota, ANumerical Modelling of Masonry Barrel Vaults Reinforced with Textile Reinforced Mortars2017https://hdl.handle.net/20.500.12607/2199DOI: 10.4028/www.scientific.net/KEM.747.11. |
| Belliazzi, Stefano; Ramaglia, Giancarlo; Lignola, Gian Piero; Prota, AndreaOut-of-Plane Retrofit of Masonry with Fiber-Reinforced Polymer and Fiber-Reinforced Cementitious Matrix Systems: Normalized Interaction Diagrams and Effects on Mechanisms Activation2021https://hdl.handle.net/20.500.12607/3962110.1061/(ASCE)CC.1943-5614.0001093 |
| Ramaglia, G.; Lignola, G. P.; Prota, A.Preliminary nonlinear analysis of a scaled masonry building under shaking test for the blind prediction of the SERA AIMS project2023https://hdl.handle.net/20.500.12607/4464210.1007/s10518-023-01639-5 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Maddaloni, G.; Prota, Andrea; Manfredi, GaetanoPreliminary results of experimental investigation and modelling of strenghtened barrell vaults2017https://hdl.handle.net/20.500.12607/44620 |
| V., Giamundo; Ramaglia, Giancarlo; Balsamo, Alberto; Lignola, GIAN PIERO; Prota, Andrea; Manfredi, Gaetano; G., Maddaloni; A., ZinnoRinforzo di una volta in muratura: valutazione dell’efficacia mediante test su tavola vibrante2015https://hdl.handle.net/20.500.12607/446189788894098563 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Balsamo, Alberto; Prota, Andrea; Manfredi, GaetanoSeismic Strengthening of Masonry Vaults with Abutments Using Textile-Reinforced Mortar2017https://hdl.handle.net/20.500.12607/4464110.1061/(ASCE)CC.1943-5614.0000733 |
| Tomi?, I.; Penna, A.; Dejong, M.; Butenweg, C.; Correia, A. A.; Candeias, P. X.; Senaldi, I.; Guerrini, G.; Malomo, D.; Wilding, B.; Pettinga, D.; Spanenburg, M.; Nikos, G.; Stuart, O.; Parisse, F.; Marques, R.; Cattari, S.; Lourenço, P. B.; Galvez, F.; Dizhur, D.; Ingham, J.; Ramaglia, G.; Lignola, G. P.; Prota, A.; Alshawa, O.; Liberatore, D.; Sorrentino, L.; Gagliardo, R.; Godio, M.; Portioli, F.; Landolfo, R.; Solarino, F.; Bianchini, N.; Ciocci, M. P.; Romanazzi, A.; A??ko?lu, A.; D’Anna, J.; Ramirez, R.; Romis, F.; Marinkovi?, M.; ?or?evi?, F.; Beyer, K.Seismic testing of adjacent interacting masonry structures – shake table test and blind prediction competition2022https://hdl.handle.net/20.500.12607/44616978-973-100-533-1 |
| Ramaglia, Giancarlo; F., Ceroni; Lignola, GIAN PIERO; Prota, Andrea; M., PecceSeismic Vulnerability Assessment of Historic Towns, the Case of Benevento in Italy2014https://hdl.handle.net/20.500.12607/446249789755183619 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Manfredi, Gaetano; Prota, AndreaSeismic vulnerability assessments of existing masonry buildings at regional level: designation of building classes2016https://hdl.handle.net/20.500.12607/44647 |
| Tomic, I.; Penna, A.; Dejong, M.; Butenweg, C.; Correia, A. A.; Candeias, P. X.; Senaldi, I.; Guerrini, G.; Malomo, D.; Wilding, B.; Pettinga, D.; Spanenburg, M.; Galanakis, N.; Oliver, S.; Parisse, F.; Marques, R.; Cattari, S.; Lourenço, P. B.; Galvez, F.; Dizhur, D.; Ingham, J.; Ramaglia, G.; Lignola, G. P.; Prota, A.; Alshawa, O.; Liberatore, D.; Sorrentino, L.; Gagliardo, R.; Godio, M.; Portioli, F.; Landolfo, R.; Solarino, F.; Bianchini, N.; Ciocci, M. P.; Romanazzi, A.; A??ko?lu, A.; D'Anna, J.; Ramirez, R.; Romis, F.; Marinkovi?, M.; ?or?evi?, F.; Beyer, K.Shake-table testing of a stone masonry building aggregate: Overview of blind prediction study2023https://hdl.handle.net/20.500.12607/4464010.1007/s10518-022-01582-x |
| Ramaglia, Giancarlo; Lignola, Gian Piero; Prota, AndreaSimplified Analysis of a Masonry Cross Vault Under Dynamic Actions2024https://hdl.handle.net/20.500.12607/4462710.1080/15583058.2023.2287142 |
| Ramaglia, G.; Lignola, G. P.; Prota, A.Simplified evaluation for the SERA AIMS blind prediction: seismic behaviour of scaled masonry adjacent buildings2022https://hdl.handle.net/20.500.12607/44619978-973-100-533-1 |
| Ramaglia, G.; Lignola, G. P.; Prota, A.Simplified evaluation for the SERA-TA blind prediction: seismic behavior of masonry cross vaults2023https://hdl.handle.net/20.500.12607/44614978-618-5827-00-7 |
| Ramaglia, Giancarlo; Lignola, GIAN PIERO; Prota, AndreaSimplified model for collapse analysis of masonry barrel vaults2016https://hdl.handle.net/20.500.12607/3936210.1201/b21889-1419781138029996 |
| Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Structural analysis of historical masonry churches: The case study of S. Giuseppe delle Scalze (Naples, Italy)2021https://hdl.handle.net/20.500.12607/4464310.1504/IJMRI.2021.118829 |
| Prota, A; Fabbrocino, F; Lignola Gian, Piero; Ramaglia, GStructural analysis of historical masonry churches: the case study of S. Giuseppe delle Scalze (Naples, Italy)2021https://hdl.handle.net/20.500.12607/225210.1504/IJMRI.2021.10037509 |
| Piero Lignola, Gian; Ramaglia, GiancarloStrutture voltate e terremoto: l’esempio di Ischia2020https://hdl.handle.net/20.500.12607/44629 |
| Prota, A.; Lignola, G. P.; Ramaglia, G.Sugli aspetti strutturali nella fruizione delle aree archeologiche2020https://hdl.handle.net/20.500.12607/446259788891316066 |
| L., Di Sarno; DI LUDOVICO, Marco; Lignola, GIAN PIERO; Prota, Andrea; Ramaglia, GiancarloThe Use of Base Isolation Systems through the Uplift of the Existing Monumental and Historical Masonry Buildings2014https://hdl.handle.net/20.500.12607/446139789755183619 |
| Ramaglia, Giancarlo; Russo Spena, Francesco; Lignola, Gian Piero; Prota, AndreaTwo parameters confinement model for clay brick masonry2020https://hdl.handle.net/20.500.12607/4463510.1142/S0219876219400103 |
| Ramaglia, G.; Russo Spena, F.; Lignola, G. P.; Prota, A.Two parameters modelling of clay brick masonry confinement2018https://hdl.handle.net/20.500.12607/44612 |
| Flora, A.; Chiaradonna, A.; de Sanctis, L.; Lignola, G. P.; Nappa, V.; Oztoprak, S.; Ramaglia, G.; Sargin, S.Understanding the Damages Caused by the 1999 Kocaeli Earthquake on One of the Towers of the Theodosian Walls of Constantinople2022https://hdl.handle.net/20.500.12607/4462810.1080/15583058.2020.1864512 |
| Ramaglia, G.; Lignola, G. P.; Cosenza, E.Unified approach for structural analysis of curved elements under vertical loads and various settlements2022https://hdl.handle.net/20.500.12607/4463310.1080/15583058.2020.1766160 |
| Ramaglia, G; Lignola Gian, Piero; Fabbrocino, F; Prota, AUnified Simplified Capacity Model for Beam-Column Joints into RC Moment Resisting Frame2022https://hdl.handle.net/20.500.12607/227110.3390/app122110709 |
| Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Unified Simplified Capacity Model for Beam-Column Joints into RC Moment Resisting Frame2022https://hdl.handle.net/20.500.12607/4463810.3390/app122110709 |
| Ramaglia, Giancarlo; Fabbrocino, Francesco; Lignola, Gian Piero; Prota, AndreaUnified Theory for Flexural Strengthening of Masonry with Composites2019https://hdl.handle.net/20.500.12607/4464910.3390/ma12040680 |
| Ramaglia, G; Fabbrocino, F; Lignola, G P; Prota, AUnified Theory for Flexural Strengthening of Masonry with Composites2019https://hdl.handle.net/20.500.12607/2179DOI: 10.3390/ma12040680 |
| Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Validation of a Simplified Model for External Beam–Column Joints in RC Frames2024https://hdl.handle.net/20.500.12607/44031 |
| Ramaglia, G.; Lignola, G. P.; Fabbrocino, F.; Prota, A.Validation of a simplified model for external Beam–Column Joints in RC Frames2021https://hdl.handle.net/20.500.12607/4461510.1007/978-3-031-37955-0_189783031379543 |
| F., Ceroni; M. R., Pecce; Lignola, GIAN PIERO; Ramaglia, GiancarloValutazioni di vulnerabilità a scala territoriale: modelli e applicazioni a casi reali di edifici in muratura2013https://hdl.handle.net/20.500.12607/446099788897385592 |
| Fabbrocino, F.; Ramaglia, G.; Lignola, G. P.; Cosenza, E.Vulnerability of arches under various settlements2023https://hdl.handle.net/20.500.12607/44646 |
| Ramaglia, Giancarlo; Piero Lignola, Gian; Prota, Andrea; Manfredi, GaetanoVulnerabilità sismica e classi strutturali: gli edifici in muratura a scala territoriale2017https://hdl.handle.net/20.500.12607/446269788899130688 |