[1]
P. Gelfi., E. Giuriani and A. Marini. Stud shear connection design for composite concrete slab and wood beams. Journal of Structural Engineering 128: 12, 1544-1550, (2002).
DOI: 10.1061/(asce)0733-9445(2002)128:12(1544)
Google Scholar
[2]
M. Piazza, G. Turrini. Una tecnica di recupero dei solai in legno (A technique for the restoration of timber floors). Recuperare, 5 – 7, (1983).
Google Scholar
[3]
G. Tampone. Il restauro strutturale con lamine metalliche dei solai lignei della sede del Genio Civile di Firenze (The structural rehabilitation of timber floors by means of steel plates in Genio Civile Building - Florence), Atti del 2° Congresso Nazionale Restauro del Legno, 8-11 Novembre, Firenze, 1, 263-281, (1989).
DOI: 10.1086/ahr/75.7.2014
Google Scholar
[4]
J. Peterson. Wood beams prestressed with bonded tension elements. Journal of Structural Division, ASCE 91: 1, 103-119, (1965).
DOI: 10.1061/jsdeag.0001199
Google Scholar
[5]
K. B. Borgin, G. F. Loedolff and G. R. Saunders. Laminated wood beams reinforced with steel strips. Journal of Structural Division, ASCE 94: 71, 596-602, (1968).
DOI: 10.1061/jsdeag.0002011
Google Scholar
[6]
U. Meier. Strengthening of structures using carbon fibre/epoxy composites. Construction and Buildings Materials 9: 6, 341-351 (1995).
DOI: 10.1016/0950-0618(95)00071-2
Google Scholar
[7]
F.W. Kropf and U. Maierhofer. Strengthening, retrofitting and upgrading of timber structures with high-strength fibres. Structural Engineering International 10: 3, 178-181, (2000).
DOI: 10.2749/101686600780481536
Google Scholar
[8]
T.C. Triantafillou and N. Deskovic. Prestressed FRP sheets as external reinforcement of wood members. Journal of Structural Engineering 118: 5, 1270-1285, (1992).
DOI: 10.1061/(asce)0733-9445(1992)118:5(1270)
Google Scholar
[9]
A. Borri, M. Corradi, A. Grazini. A method for flexural reinforcement of old wood beams with CFRP materials. Composites 2005; 36: 143–53.
DOI: 10.1016/j.compositesb.2004.04.013
Google Scholar
[10]
C. Gentile, D. Svecova and S.H. Rizkalla. Timber Beams Strengthened with GFRP Bars: Development and Applications. Journal of Composites for Construction 6: 1, 11-20, (2002).
DOI: 10.1061/(asce)1090-0268(2002)6:1(11)
Google Scholar
[11]
H. Alhayek and D. Svecova (2012). Flexural Stiffness and Strength of GFRP-Reinforced Timber Beams. Journal of composites for construction, 16: 245-252.
DOI: 10.1061/(asce)cc.1943-5614.0000261
Google Scholar
[12]
P. Alam, M. P. Ansell and D. Smedley (2009). Mechanical repair of timber beams fractured in flexure using bonded-in reinforcements. Composites: Part B, 40, pp.95-106.
DOI: 10.1016/j.compositesb.2008.11.010
Google Scholar
[13]
R. N. Swamy, R. Jones and J. W. Bloxham. Structural Behaviour of Reinforced Concrete Beams Strengthened by Epoxy-Bonded Steel Plates. The Structural Engineering 65A: 2, 59-68, (1987).
Google Scholar
[14]
D. J. Oehlers and J. P. Moran. Premature failure of externally plated reinforced concrete beams. Journal of Structural Engineering 116: 4, 978-995, (1990).
DOI: 10.1061/(asce)0733-9445(1990)116:4(978)
Google Scholar
[15]
J. G. Teng, J.W. Zhang and S.T. Smith. Interfacial Stress in reinforced concrete beams bonded with a soffit plate: a finite element analysis. Construction and Building Material 16: 1, 1-14, (2002).
DOI: 10.1016/s0950-0618(01)00029-0
Google Scholar
[16]
M. Malek, H. Saadatmanesh and R. Ehsani. Prediction of failure Load of R/C Beams Strengthened with FRP plate due to stress concentration at the plate end. ACI Structural Journal 95: 1, 142-152, (1998).
DOI: 10.14359/534
Google Scholar
[17]
E. Cosenza, M. Pecce. Shear and normal stresses interaction in coupled structural system. Journal of Structural Engineering 127: 1, 84-88, (2001).
DOI: 10.1061/(asce)0733-9445(2001)127:1(84)
Google Scholar
[18]
S.T. Smith, J.G. Teng. FRP-strengthened RC beams. II: assessment of debonding strength models. Engineering Structures 24: 4, 397-417, (2002).
DOI: 10.1016/s0141-0296(01)00106-7
Google Scholar
[19]
R. Wong and F.J. Vecchio. Towards modeling of reinforced concrete members with externally bonded fiber-reinforced polymer composites, ACI Structural Journal 100 (1), pp.47-55, (2003).
DOI: 10.14359/12438
Google Scholar
[20]
A. Aprile and E. Spacone. Role of bond in RC beams strengthened with steel and FRP plates. Journal of Structural Engineering 127: 12, 1445-1452, (2001).
DOI: 10.1061/(asce)0733-9445(2001)127:12(1445)
Google Scholar
[21]
Giuriani E., Gubana A. (1993). A penetration test to evaluate wood decay and its application to the Loggia monument. Materials and Structures, vol. 26, pp.8-14.
DOI: 10.1007/bf02472232
Google Scholar
[22]
Giuriani E. and Metelli G. (2004). The role of sapwood plasticity in the delamination phenomenon of repaired timber beams. Int. Journal for Restoration, vol. 10, n° 4, pp.317-334.
DOI: 10.1515/rbm-2004-5867
Google Scholar
[23]
G. Metelli. Coupling problem in the structural repair and strengthening (in Italian). PhD thesis, Supervisor: Prof. E. Giuriani, University of Brescia, Italy (2003).
Google Scholar
[24]
E. Giuriani and P. Gelfi (1982).
Google Scholar