Antonino Recupero
Citada per
Citada per
Concrete columns confined with fibre reinforced cementitious mortars: experimentation and modelling
P Colajanni, F De Domenico, A Recupero, N Spinella
Construction and Building Materials 52, 375-384, 2014
Simple Plastic Model for Shear Critical SFRC Beams
N Spinella, P Colajanni, A Recupero
Journal of structural engineering 136 (4), 390-400, 2010
NMV interaction domains for box and I-shaped reinforced concrete members
A Recupero, A D'Aveni, A Ghersi
ACI Structural Journal 100 (1), 2003
Bending moment–shear force interaction domains for prestressed concrete beams
A Recupero, A D’Aveni, A Ghersi
Journal of Structural Engineering 131 (9), 1413-1421, 2005
Failure by corrosion in PC bridges: a case history of a viaduct in Italy
P Colajanni, A Recupero, G Ricciardi, N Spinella
International Journal of Structural Integrity, 2016
Shear capacity in concrete beams reinforced by stirrups with two different inclinations
P Colajanni, LL Mendola, G Mancini, A Recupero, N Spinella
Engineering Structures 81, 444-453, 2014
Generalization of shear truss model to the case of SFRC beams with stirrups
P Colajanni, A Recupero, N Spinella
Computers and Concrete 9 (3), 227-244, 2012
Experimental in situ behaviour of unreinforced masonry elements retrofitted by pre-tensioned stainless steel ribbons
N Spinella, P Colajanni, A Recupero
Construction and Building Materials 73, 740-753, 2014
Partial elastic scheme method in cantilever construction of concrete arch bridges
MF Granata, P Margiotta, A Recupero, M Arici
Journal of Bridge Engineering, 2013
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions
A De Domenico, D., Urso, S., Borsellino, C., Spinella, N., Recupero
Construction and Building Materials 265 (121208), 2020
Mechanical model for the shear strength of steel fiber reinforced concrete (SFRC) beams without stirrups
A Marì Bernat, N Spinella, A Recupero, A Cladera
Materials and Structures 53 (2), 1-20, 2020
The influence of time-dependent phenomena in segmental construction of concrete cable-stayed bridges
M Arici, MF Granata, A Recupero
Bridge Structures 7 (4), 125-137, 2011
Construction sequence analysis of long-span cable-stayed bridges
MF Granata, G Longo, A Recupero, M Arici
Engineering Structures 174, 267-281, 2018
Failure analysis of corroded RC beams subjected to shear-flexural actions
A Recupero, N Spinella, F Tondolo
Engineering Failure Analysis 93, 26-37, 2018
Debris flow damage incurred to buildings: an in situ back analysis
F Jalayer, GT Aronica, A Recupero, S Carozza, G Manfredi
Journal of Flood Risk Management 11, S646-S662, 2018
Shear strength degradation due to flexural ductility demand in circular RC columns
P Colajanni, A Recupero, N Spinella
Bulletin of Earthquake Engineering 13 (6), 1795-1807, 2015
Design procedure for prestressed concrete beams
P Colajanni, A Recupero, N Spinella
Computers & Concrete 13 (2), 235-253, 2014
Construction stages of cable-stayed bridges with composite deck
MF Granata, P Margiotta, M Arici, A Recupero
Bridge structures 8 (3, 4), 93-106, 2012
Rotating compression field model for reinforced concrete beams under prevalent shear actions
G Bertagnoli, G Mancini, A Recupero, N Spinella
Structural concrete 12 (3), 178-186, 2011
Stress field model for strengthening of shear-flexure critical RC beams
P Colajanni, L La Mendola, A Recupero, N Spinella
Journal of Composites for Construction 21 (5), 04017039, 2017
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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