1 |
American Concrete Institute (ACI) (2014), Building code requirements for reinforced concrete (ACI 318-14), Farmington Hills, Michigan.
|
2 |
Al-Mahaidi R.S.H. (1978), "Nonlinear finite element analysis of reinforced concrete deep members", Department of Struct. Engrg. Cornell University, Report No: 79-1, 357.
|
3 |
Babazadeh, A., Burgueno, R. and Silva, P.F. (2016), "Evaluation of the critical plastic region length in slender reinforced concrete bridge columns", Eng. Struct., 125, 280-293.
DOI
|
4 |
Bae, S. and Bayrak, O. (2008), "Plastic hinge length of reinforced concrete columns", ACI Struct. J., 105(3), 290-300.
|
5 |
Barrera, A.C., Bonet, J.L., Romero, M.L. and Miguel, P.F. (2011), "Experimental tests of slender reinforced concrete columns under combined axial load and lateral force", Eng. Struct., 33(12), 3676-3689.
DOI
|
6 |
Berzegar, F. (1989), "Analysis of reinforced concrete membrane elements with anisotropic reinforcement", J. Struct. Eng., ASCE, 115(3), 647-665.
DOI
|
7 |
Chen, W.F. (1982), Plasticity in Reinforced Concrete, McGraw- Hill, New York.
|
8 |
Branson, D.E. (1963), "Instantaneous and time-dependent deflections of simple and continuous reinforced concrete beams, HPR", Alabama Highway Deparment/US Bureau of Public Roads, Report No. 7(1), 78.
|
9 |
Bratina, S., Saje, M. and Planinc, I. (2004), "On materially and geometrically nonlinear analysis of reinforced concrete planar frames", Int. J. Solid. Struct., 41, 7181-7207.
DOI
|
10 |
Chan, C.M., Ning, F. and Mickleborough, N.C. (2000), "Lateral stiffness characteristics of tall reinforced concrete buildings", Struct. Des. Tall Build., 9, 365-383.
DOI
|
11 |
Comite Euro-International du Beton (1985), Manual on Cracking and Deformation, Bulletin d'Information, 158-E.
|
12 |
Cosenza, E. (1990), "Finite element analysis of reinforced concrete elements in a cracked state", Comput. Struct., 36(1), 71-79.
DOI
|
13 |
Dadi, S.K.V. and Agarwal, P. (2015), "Effect of types of reinforcement on plastic hinge rotation parameters of RC beams under pushover and cyclic loading", Earthq. Eng. Eng. Vib., 14(3), 503-516.
DOI
|
14 |
Ersoy, U. and Ozcebe, G. (2014), Reinforced Concrete Construction, Evrim Publications, Ankara.
|
15 |
Dundar, C. and Kara, I.F. (2007), "Three dimensional analysis of reinforced concrete frames with cracked beam and column elements", Eng. Struct., 29(9), 2262-2273.
DOI
|
16 |
Ernst, G.C., Smith, G.M., Riveland, A.R. and Pierce, D.N. (1973), "Basic reinforced concrete frame performance under vertical and lateral loads", ACI J., 70, 261-269.
|
17 |
Elmenshawi, A., Brown, T. and El-Metwally, S. (2012), "Plastic hinge length considering shear reversal in reinforced concrete elements", J. Earthq. Eng., 16(2), 188-210.
DOI
|
18 |
Ning, C.L. and Li, B. (2016), "Probabilistic approach for estimating plastic hinge length of reinforced concrete columns", J. Struct. Eng., 142(3), 1-15.
|
19 |
Ingraffea, A.R. and Grestle, W. (1985), "Non-linear fracture models for discrete crack propagation", Applications of Fracture Mechanics to Cementitious Composites, Ed. Shah, S.P., The Hague, Martinus-Nijhoff, The Netherlands.
|
20 |
Nilson, A.H. (1967), "Nonlinear analysis of reinforced concrete by the finite element method", ACI Struct. J., 65(9), 757-766.
|
21 |
Kara, I.F. and Dundar, C. (2009), "Prediction of deflection of reinforced concrete shear walls", Adv. Eng. Softw., 40(9), 777-785.
DOI
|
22 |
Karthiga, S.N., Preetha, V. and Jayaraman, A. (2014), "Finite element analysis of reinforced concrete frames", Int. J. Innov. Res. Adv. Eng., IJIRAE, 1(8), 272-285.
|
23 |
Lopez-Lopez, A., Tomas, A. and Sanchez-Olivares, G. (2016), "Behaviour of reinforced concrete rectangular sections based on tests complying with seismic construction requirements", Struct. Concrete, 17(4), 656-67.
DOI
|
24 |
Kwak, H.G. and Song, J.Y. (2002), "Cracking analysis of RC members using polynomial strain distribution function", Eng. Struct., 24, 455-468.
DOI
|
25 |
Kwak, H.G. and Kim, D.Y. (2004), "Material nonlinear analysis of RC shear walls subject to monotonic loading", Eng. Struct., 26, 1517-1533.
DOI
|
26 |
Lopez, A.L, Tomas, A. and Olivares, G. (2016), "Influence of adjusted models of plastic hinges in nonlinear behaviour of reinforced concrete buildings", Eng. Struct., 124, 245-257.
DOI
|
27 |
Polak, M.A. (1995), "Effective stiffness model for reinforced concrete slabs", J. Struct. Eng., ASCE, 122(9), 1025-1030.
DOI
|
28 |
Stramandinoli, R.S.B. and Rovere, H.L.L. (2008), "An efficient tension-stiffening model for nonlinear analysis of reinforced concrete members", Eng. Struct., 30, 2069-2080.
DOI
|
29 |
Sakai, K. and Kakuta, Y. (1980), "Moment-curvature relationship of reinforced concrete members subjected to combined bending and axial force", ACI J., 77, 189-194.
|
30 |
Spiliopoulos, K.V. and Lykidis, G.C. (2006), "An efficient threedimensional solid finite element dynamic analysis of reinforced concrete structures", Earth. Eng. Struct. Dyn., 35, 137-157.
DOI
|
31 |
Tang, Z., Ma, H., Guo, J., Xie, Y. and Li, Z. (2016), "Experimental research on the propagation of plastic hinge length for multiscale reinforced concrete columns under cyclic loading", Earthq. Struct., 11(5), 823-840.
DOI
|
32 |
Yang, K., Shi, Q.X. and Zhao, J.H. (2013), "Plastic hinge length of high strength concrete columns confined by high strength stirrups", Eng. Mech., 30(2), 254-259.
|
33 |
Tanrikulu, A.K., Dundar, C. and Cagatay, I.H. (2000), "Computer program for the analysis of reinforced concrete frames with cracked beam elements", Struct. Eng. Mech., 10(5), 463-478.
DOI
|
34 |
Vecchio, F.J., Emara, M.B. (1992), "Shear deformations in reinforced concrete frames", ACI Struct. J., 89(1), 46-56.
|
35 |
Wang, T. and Hsu, T.T.C. (2001), "Nonlinear finite element analysis of concrete structures using new constitutive models", Comput. Struct., 79, 2781-2791.
DOI
|
36 |
Yuzugullu, O. and Schnobrich, W.C. (1973), "A numerical procedure for the determination of the behaviour of a shear wall frame system", ACI J., 70(7), 474-479.
|
37 |
Zhao, X.M., Wu, Y.F. and Leung, A.Y.T. (2012), "Analyses of plastic hinge regions in reinforced concrete beams under monotonic loading", Eng. Struct., 34, 466-482.
DOI
|