BOSCO, MELINA
BOSCO, MELINA
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 dual eccentrically braced - moment resisting systems: numerical investigation
file da validare2009-01-01 Bosco, Melina; Rossi, PIER PAOLO
A design procedure for dual eccentrically braced - moment resisting systems: theory
file da validare2009-01-01 Bosco, Melina; Ghersi, Aurelio; Rossi, PIER PAOLO
A design procedure for dual eccentrically braced systems: Analytical formulation
file da validare2013-01-01 Bosco, Melina; Rossi, PIER PAOLO
A design procedure for dual eccentrically braced systems: Numerical investigation
file da validare2013-01-01 Bosco, Melina; Rossi, PIER PAOLO
A design procedure for dual eccentrically braced-moment resisting systems
file da validare2009-01-01 Bosco, M.; Ghersi, Aurelio; Rossi, PIER PAOLO
A design procedure for pin‐supported rocking buckling‐restrained braced frames
2018-01-01 Bosco, Melina; Marino, EDOARDO MICHELE; 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 NEW PROPOSAL OF SEISMIC DESIGN OF DUAL ECCENTRICALLY BRACED-MOMENT RESISTING SYSTEMS
file da validare2006-01-01 Bosco, Melina; Rossi, PIER PAOLO
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 novel design criterion for I-shape beams of steel MRF buildings in subduction-zone earthquake-prone areas
file da validare2023-01-01 Bosco, M.; Tirca, L.
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 DESIGN PROCEDURE FOR TIED BRACED FRAMES
file da validare2006-01-01 Rossi, PIER PAOLO; Bosco, Melina; Lombardo, A.
A Strength Amplification Factor to Counterbalance P–∆ Effects in Steel Moment Resisting Frames
file da validare2022-01-01 Barbagallo, F.; Bosco, M.; Ghersi, A.; Rossi, P. P.
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