MARINO, EDOARDO MICHELE
MARINO, EDOARDO MICHELE
INGEGNERIA CIVILE E ARCHITETTURA (DICAR)
A design method for the seismic upgrade of existing r.c. frames by buckling restrained braces
2008-01-01 Bosco, Melina; Ghersi, Aurelio; Marino, EDOARDO MICHELE
A design procedure for steel frames with rigid connections
1999-01-01 Marino, EDOARDO MICHELE; Neri, F.; Rossi, PIER PAOLO
A simple procedure to design steel frames to fail in global mode
1999-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F.
A simple procedure to design steel frames to fail in global mode
1999-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Neri, F.
A unified approach for the design of high ductility steel frames with concentric braces in the framework of Eurocode 8
2014-01-01 Marino, EDOARDO MICHELE
An accurate strength amplification factor for the design of SDOF systems with P-Δ effects
2014-01-01 Amara, F.; Bosco, Melina; 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
2005-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Muratore, M.
An alternative approach for the design of chevron-braced frames
2021-01-01 Barbagallo, F.; Bosco, M.; Caragliano, M.; Marino, E. M.; Rossi, P. P.
An analytical approach for the evaluation of in-plan irregularity of real buildings
2008-01-01 Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
An analytical approach for the evaluation of the in-plan irregularity of real buildings
2008-01-01 Bosco, M; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
An analytical method for the evaluation of the in-plan irregularity of non-regularly asymmetric buildings
2013-01-01 Bosco, Melina; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
Analisi critica della definizione di edifici regolarmente asimmetrici
2001-01-01 Marino, EDOARDO MICHELE
Analisi critica della definizione di edifici regolarmente asimmetrici
2002-01-01 Marino, EDOARDO MICHELE
Analogie e differenze nel progetto di telai in cemento armato secondo il D. M. 14/09/2005 ed il D. M. 09/01/1996
2007-01-01 Marino, EDOARDO MICHELE; Muratore, M; Lombardo, A.
Analytical and numerical determination of the exact location of the optimum torsion axis
2002-01-01 Ghersi, Aurelio; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
Analytical formulation of corrective eccentricities for nonlinear static analysis of asymmetric single-storey systems
2010-01-01 Bosco, Melina; Ghersi, Aurelio; Marino, EDOARDO MICHELE
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study
2011-01-01 Bosco, M.; Ferrara, G. A.; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Rossi, P. P.
Application of nonlinear static method with corrective eccentricities to multi-storey buildings: a case study
2013-01-01 Bosco, Melina; G. A. F., Ferrara; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO
Application of nonlinear static method with corrective eccentricities to steel multi-storey braced buildings
2016-01-01 Bosco, Melina; Ferrara, G. A. F.; Ghersi, Aurelio; Marino, EDOARDO MICHELE; Rossi, PIER PAOLO