1 |
Bazant, Z.P. and Oh, B.H. (1983), "Spacing of cracks in reinforced-concrete", J. Struct. Eng.-ASCE, 109(9), 2066-2085.
DOI
ScienceOn
|
2 |
Beeby, A. and Narayanan, R. (1995), Designers' Handbook to Eurocode 2. Part 1.1: Design of concrete structures, Thomas Telford, London.
|
3 |
Bernardo, L.F.A. and Lopes, S.M.R. (2004), "Neutral axis depth versus flexural ductility in high strength concrete beams", J. Struct. Eng.-ASCE, 130(3), 452-459.
DOI
ScienceOn
|
4 |
Bernardo, L.F.A. and Lopes, S.M.R. (2008), "Behaviour of concrete beams under torsion - NSC plain and hollow beams", Mater. Struct., 41(6), 1143-1167.
DOI
ScienceOn
|
5 |
Bernardo, L.F.A. and Lopes, S.M.R. (2009a), "Plastic analysis of HSC beams in flexure", Mater. Struct., 42(1), 51-69.
DOI
ScienceOn
|
6 |
Bernardo, L.F.A. and Lopes, S.M.R. (2009b), "Torsion in HSC hollow beams: strength and ductility analysis", ACI Struct. J., 106(1) 39-48.
|
7 |
Carmo, R.N.F. and Lopes, S.M.R. (2005), "Ductility and linear analysis with moment redistribution in reinforced high strength concrete beams", Can. J. Civil Eng., 32(1), 194-203.
DOI
ScienceOn
|
8 |
Carmo, R.N.F. and Lopes, S.M.R. (2008), "Available plastic rotation in continuous high-strength concrete beams", Can. J. Civil Eng., 35(10), 1152-1162.
DOI
ScienceOn
|
9 |
CEB (1985), Design manual on cracking and deformations, Comite Euro-International du Beton, Lausanne, Switzerland.
|
10 |
CEB-FIP (1993), Model Code 1990, Comite Euro-Internacional du Beton - Federation Internationale de la Precontrainte, Thomas Telford, Lausanne, Switzerland.
|
11 |
CEN (2002), EN 1990 Eurocode 0: Basis of Design, European Committee for Standardization, Brussels, Belgium.
|
12 |
CEN (2004), EN 1992.1.1 Eurocode 2: Design of Concrete Structures; Part 1-1: General rules and rules for buildings, European Committee for Standardization, Brussels, Belgium.
|
13 |
Cohn, M.Z. and Riva, P. (1992), "Yield safety, cracking control, and moment redistribution", J. Struct. Eng., 118(2), 447-468.
DOI
|
14 |
Desayi, P. and Rao, K.B. (1987), "Probabilistic analysis of the cracking of RC beams", Mater. Struct., 20(6), 408-417.
DOI
ScienceOn
|
15 |
Dufour, F., Pijaudier-Cabot, G., Choinska, M. and Huerta, A. (2008), "Extraction of a crack opening from a continuous approach using regularized damage models", Comput. Concrete, 5(4), 375-388.
DOI
|
16 |
Dujc, J., Brank, B., Ibrahimbegovic, A. and Brancherie, D. (2010), "An embedded crack model for failure analysis of concrete solids", Comput. Concrete, 7(4), 331-346.
DOI
|
17 |
FIB (1999), Structural Concrete - Textbook on Behaviour, Design and Performance, Federation Internationale du Beton, Vols. 1 and 2, Lausanne, Switzerland.
|
18 |
Gutierrez, J. and Ochoa, J. (2007), "Short and long-term deflections in reinforced, prestressed, and composite concrete beams", J. Struct. Eng., 133(4), 495-506.
DOI
ScienceOn
|
19 |
Hutchinson, T.C. and Wang, T. (2009), "Evaluation of crack spacing in reinforced concrete shear walls", J. Struct. Eng., 135(5), 499-508.
DOI
|
20 |
Kidder, F.E. (1984), Architects and Builders Pocket Book, John Wiley and Sons Inc.
|
21 |
Lopes, A. (2005), "Simulacao numerica 2D da rotura de uma viga de betao armado", Proceedings do Simposio Ibero-Americano "O Betao nas Estruturas - SIABE05", Coimbra, 391-398 (in Portuguese).
|
22 |
Lopes, S.M.R. and Bernardo, L.F.A. (2003), "Plastic rotation capacity of high-strength concrete beams", Mater. Struct., 36(255), 22-31.
DOI
|
23 |
Lopes, S.M.R. and Bernardo, L.F.A. (2009), "Twist behaviour of high-strength concrete hollow beams-formation of plastic hinges along the length", Eng. Struct., 31(1), 138-149.
DOI
ScienceOn
|
24 |
Makhlouf, H.M. and Malhas, F.A. (1996), "The effect of thick concrete cover on the maximum flexural crack width under service load", ACI Struct. J., 93(3), 257-265.
|
25 |
Marzouk, H., Hossin, M. and Hussein, A. (2010), "Crack width estimation for concrete plates", ACI Struct. J., 107(3), 282-290.
|
26 |
Mayer, H. and Rusch, H.R. (1967), Bauschaden als folge der Durchbiegung von Stahlbeton-bauteilen, Deutscher Ausschuss fur Stahlbeton, heft 193 (in German).
|
27 |
Oh, B.H., ASCE, M. and Kim, S.H. (2007), "Advanced crack width analysis of reinforced concrete beams under repeated loads", J. Struct. Eng., 133(3), 411-420.
DOI
ScienceOn
|
28 |
Popovics, S. (1970), "A review of stress-strain relationships for concrete", ACI J. Proc., 67(6), 243-248.
|
29 |
Popovics, S. (1973), "Numerical approach to the complete stress-strain relation for concrete", Cement Concrete Res., 3(5), 583-599.
DOI
ScienceOn
|
30 |
Yoon, Y.S., Cook, W.D. and Mitchell, D. (1996), "Minimum shear reinforcement in normal medium, and highstrength concrete beams", ACI Struct. J., 93(5), 257-265.
|
31 |
Zanuy, C. (2010), "Investigating the negative tension stiffening effect of reinforced concrete", Struct. Eng. Mech., 34(2), 199-211.
|
32 |
Zanuy, C., Fuente, P. and Albajar, L. (2010), "Estimation of parameters defining negative tension stiffening", Eng, Struct,, 32(10), 3355-3362.
DOI
ScienceOn
|