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 | 171 | 2014 |
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 | 55 | 2016 |
Simple Plastic Model for Shear Critical SFRC Beams N Spinella, P Colajanni, A Recupero Journal of structural engineering 136 (4), 390-400, 2010 | 54 | 2010 |
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 | 50 | 2014 |
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, 1-20, 2020 | 49 | 2020 |
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 | 43 | 2020 |
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 | 43 | 2005 |
NMV interaction domains for box and I-shaped reinforced concrete members A Recupero, A D'Aveni, A Ghersi ACI Structural Journal 100 (1), 2003 | 43 | 2003 |
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 | 41 | 2014 |
Generalization of shear truss model to the case of SFRC beams with stirrups P Colajanni, A Recupero, N Spinella Computers and Concrete, An International Journal 9 (3), 227-244, 2012 | 39 | 2012 |
Partial elastic scheme method in cantilever construction of concrete arch bridges MF Granata, P Margiotta, A Recupero, M Arici Journal of Bridge Engineering, 2013 | 38 | 2013 |
Construction sequence analysis of long-span cable-stayed bridges MF Granata, G Longo, A Recupero, M Arici Engineering Structures 174, 267-281, 2018 | 32 | 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 | 31 | 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 | 27 | 2018 |
Experimental tests on corroded prestressed concrete beams subjected to transverse load A Recupero, N Spinella Structural Concrete 20 (6), 2220-2229, 2019 | 25 | 2019 |
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 | 25 | 2015 |
Quality control and safety assessment of prestressed concrete bridge decks through combined field tests and numerical simulation D De Domenico, D Messina, A Recupero Structures 39, 1135-1157, 2022 | 23 | 2022 |
Design procedure for prestressed concrete beams P Colajanni, A Recupero, N Spinella Computers & Concrete 13 (2), 235-253, 2014 | 23 | 2014 |
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 | 23 | 2011 |
A combined experimental-numerical framework for assessing the load-bearing capacity of existing PC bridge decks accounting for corrosion of prestressing strands D De Domenico, D Messina, A Recupero Materials 14 (17), 4914, 2021 | 22 | 2021 |