Piero Colajanni
Piero Colajanni
Professore Associato di Tecnica delle Costruzioni
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
Combination of modal responses consistent with seismic input representation
P Cacciola, P Colajanni, G Muscolino
Journal of Structural Engineering 130 (1), 47-55, 2004
Effects of confinement level, cross-section shape and corner radius on the cyclic behavior of CFRCM confined concrete columns
P Colajanni, M Fossetti, G Macaluso
Construction and Building Materials 55, 379-389, 2014
Definition of diagonal Poisson’s ratio and elastic modulus for infill masonry walls
L Cavaleri, M Papia, G Macaluso, F Di Trapani, P Colajanni
Materials and structures 47 (1), 239-262, 2014
Nonlinear analysis of beams reinforced in shear with stirrups and steel fibers
N Spinella, P Colajanni, L La Mendola
ACI Structural Journal 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
FEM analysis of push-out test response of Hybrid Steel Trussed Concrete Beams (HSTCBs)
P Colajanni, L La Mendola, M Latour, A Monaco, G Rizzano
Journal of Constructional Steel Research 111, 88-102, 2015
A modal approach for the evaluation of the response sensitivity of structural systems subjected to non-stationary random processes
P Cacciola, P Colajanni, G Muscolino
Computer Methods in Applied Mechanics and Engineering 194 (42-44), 4344-4361, 2005
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
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
Hysteretic behavior characterization of friction-damped braced frames
P Colajanni, M Papia
Journal of Structural Engineering 123 (8), 1020-1028, 1997
Seismic response of braced frames with and without friction dampers
P Colajanni, M Papia
Engineering Structures 17 (2), 129-140, 1995
Analytical evaluation of steel–concrete composite trussed beam shear capacity
G Campione, P Colajanni, A Monaco
Materials and Structures 49 (8), 3159-3176, 2016
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
Stress transfer mechanism investigation in hybrid steel trussed–concrete beams by push-out tests
P Colajanni, L La Mendola, A Monaco
Journal of Constructional Steel Research 95, 56-70, 2014
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
Stochastic linearization critically re-examined
I Elishakoff, P Colajanni
Chaos, Solitons & Fractals 8 (12), 1957-1972, 1997
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), 1-16, 2014
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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