MARINO, EDOARDO MICHELE

MARINO, EDOARDO MICHELE  

INGEGNERIA CIVILE E ARCHITETTURA (DICAR)  

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Risultati 1 - 20 di 212 (tempo di esecuzione: 0.028 secondi).
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
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