Nino Spinella
Nino Spinella
Ph. D., Università di Catania, Italy
Correu electrònic verificat a
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
Shear Strength of Full-Scale Steel Fibre-Reinforced Concrete Beams Without Stirrups
N Spinella
Computers and Concrete 11 (5), 365-382, 2013
Nonlinear Analysis of Beams Reinforced in Shear with Stirrups and Steel Fibers
N Spinella, P Colajanni, L La Mendola
ACI Structural Journal - American Concrete Institute 109 (1), 53-64, 2012
Simple Plastic Model for Shear Critical SFRC Beams
N Spinella, P Colajanni, A Recupero
Journal of Structural Engineering 136 (4), 390-400, 2010
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, L La Mendola, G Mancini, A Recupero, N Spinella
Engineering structures 81, 444-453, 2014
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
Modeling of shear behavior of reinforced concrete beams strengthened with FRP
N Spinella
Composite Structures 215, 351-364, 2019
Ductility of reinforced concrete members externally wrapped with fiber-reinforced polymer sheets
G Campione, P Colajanni, L La Mendola, N Spinella
Journal of Composites for Construction 11 (3), 279–290, 2007
Bond behavior and ultimate capacity of notched concrete beams with externally-bonded FRP and PBO-FRCM systems under different environmental conditions
D De Domenico, S Urso, C Borsellino, N Spinella, A 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
Failure analysis of corroded RC beams subjected to shear-flexural actions
A Recupero, N Spinella, F Tondolo
Engineering Failure Analysis 93, 26-37, 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 and Concrete 13 (2), 235-253, 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
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
Increasing the capacity of existing bridges by using unbonded prestressing technology: a case study
A Recupero, N Spinella, P Colajanni, CD Scilipoti
Advances in Civil Engineering 2014, 2014
Stress-strain law for confined concrete with hardening or softening behavior
P Colajanni, M Papia, N Spinella
Advances in Civil Engineering 2013, 2013
Increasing the flexural capacity of RC beams using steel angles and pre‐tensioned stainless steel ribbons
P Colajanni, A Recupero, N Spinella
Structural Concrete 17 (5), 848-857, 2016
NM-χ interaction for arbitrary cross section under biaxial bending and axial load
N Spinella
Pollack Periodica 8 (3), 87-100, 2013
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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