MARINO, EDOARDO MICHELE
MARINO, EDOARDO MICHELE
INGEGNERIA CIVILE E ARCHITETTURA (DICAR)
A capacity design procedure for columns of steel structures with diagonals braces
file da validare2014-01-01 Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P.
A database for assisted assessment of torsional response of in-plan irregular buildings
file da validare2017-01-01 Barbagallo, F.; Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P.
A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings
file da validare2020-01-01 Barbagallo, F.; Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P.
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces
file da validare2008-01-01 Bosco, Melina; Ghersi, Aurelio; Marino, EDOARDO MICHELE
A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8
file da validare2017-01-01 Bosco, M.; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
A design procedure for pin‐supported rocking buckling‐restrained braced frames
file da validare2018-01-01 Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
A design procedure for seismic upgrading of existing RC frames by BRBs
2017-01-01 Barbagallo, Francesca; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Stramondo, PAOLA ROBERTA
A design procedure for steel frames with rigid connections
file da validare1999-01-01 Marino, EDOARDO MICHELE; Neri, F.; Rossi, PIER PAOLO
A multi-performance design method for seismic upgrading of existing RC frames by BRBs
2017-01-01 Barbagallo, F; Bosco, M; Marino, EDOARDO MICHELE; Stramondo, Pr; Rossi, PIER PAOLO
A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures
file da validare2017-01-01 Lenza, P; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Pellecchia, M.
A new strategy to prevent collapse of columns in buildings with steel chevron braced structure
file da validare2015-01-01 Barbagallo, F.; Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
A Seismic Design Method for High Ductility Steel Frames
file da validare2006-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F.
A simple but effective capacity model for the strength evaluation of r.c. beam to column joints
file da validare2022-01-01 Barbagallo, Francesca; Bosco, Melina; Ghersi, Aurelio; Marino, Edoardo M.; Sciacca, Francesco
A simple procedure to design steel frames to fail in global mode
file da validare1999-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F.
A simple procedure to design steel frames to fail in global mode
file da validare1999-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F.
A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests
file da validare2022-01-01 Barattucci, Samuel; Barbagallo, Francesca; Marino, Edoardo M.; Mazzotti, Claudio; Pozza, Luca; Tardo, Carola
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8
file da validare2014-01-01 Marino, EDOARDO MICHELE
A unitary approach for the design of concentrically braced frames
file da validare2012-01-01 Bosco, M.; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
Achieving a more effective concentric braced frame by the double-stage yield BRB
2019-01-01 Barbagallo, Francesca; Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime
file da validare2005-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Muratore, M.
| Titolo | Data di pubblicazione | Autore(i) | File |
|---|---|---|---|
| A capacity design procedure for columns of steel structures with diagonals braces | 1-gen-2014 | Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P. | file da validare |
| A database for assisted assessment of torsional response of in-plan irregular buildings | 1-gen-2017 | Barbagallo, F.; Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P. | file da validare |
| A Database for Assisted Assessment of Torsional Response of In-Plan Irregular Buildings | 1-gen-2020 | Barbagallo, F.; Bosco, M.; Ghersi, A.; Marino, E. M.; Rossi, P. P. | file da validare |
| A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces | 1-gen-2008 | Bosco, Melina; Ghersi, Aurelio; Marino, EDOARDO MICHELE | file da validare |
| A design procedure for dual eccentrically braced - moment resisting frames in the frameswork of Eurocode 8 | 1-gen-2017 | Bosco, M.; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO | file da validare |
| A design procedure for pin‐supported rocking buckling‐restrained braced frames | 1-gen-2018 | Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO | file da validare |
| A design procedure for seismic upgrading of existing RC frames by BRBs | 1-gen-2017 | Barbagallo, Francesca; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Stramondo, PAOLA ROBERTA | |
| A design procedure for steel frames with rigid connections | 1-gen-1999 | Marino, EDOARDO MICHELE; Neri, F.; Rossi, PIER PAOLO | file da validare |
| A multi-performance design method for seismic upgrading of existing RC frames by BRBs | 1-gen-2017 | Barbagallo, F; Bosco, M; Marino, EDOARDO MICHELE; Stramondo, Pr; Rossi, PIER PAOLO | |
| A multimodal adaptive evolution of the N1 method for assessment and design of r.c. framed structures | 1-gen-2017 | Lenza, P; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Pellecchia, M. | file da validare |
| A new strategy to prevent collapse of columns in buildings with steel chevron braced structure | 1-gen-2015 | Barbagallo, F.; Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO | file da validare |
| A Seismic Design Method for High Ductility Steel Frames | 1-gen-2006 | Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F. | file da validare |
| A simple but effective capacity model for the strength evaluation of r.c. beam to column joints | 1-gen-2022 | Barbagallo, Francesca; Bosco, Melina; Ghersi, Aurelio; Marino, Edoardo M.; Sciacca, Francesco | file da validare |
| A simple procedure to design steel frames to fail in global mode | 1-gen-1999 | Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F. | file da validare |
| A simple procedure to design steel frames to fail in global mode | 1-gen-1999 | Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F. | file da validare |
| A sub-assembly based technique for calibration of numerical models of infilled r.c. frames according to experimental tests | 1-gen-2022 | Barattucci, Samuel; Barbagallo, Francesca; Marino, Edoardo M.; Mazzotti, Claudio; Pozza, Luca; Tardo, Carola | file da validare |
| A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8 | 1-gen-2014 | Marino, EDOARDO MICHELE | file da validare |
| A unitary approach for the design of concentrically braced frames | 1-gen-2012 | Bosco, M.; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO | file da validare |
| Achieving a more effective concentric braced frame by the double-stage yield BRB | 1-gen-2019 | Barbagallo, Francesca; Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO | |
| Advantages of the design of chevron braces based on the seismic behaviour in post-buckling regime | 1-gen-2005 | Ghersi, Aurelio; Marino, EDOARDO MICHELE; Muratore, M. | file da validare |