1 |
Ragueneau, F., La Borderie, Ch. and Mazars, J. (2000), "Damage model for concrete like materials coupling cracking and friction, contribution towards structural damping: first uniaxial application", Mech. Cohesive-frictional Mater., 5, 607-625.
DOI
|
2 |
Sasmal, S. and Ramanjaneyulu, K. (2012), "Evaluation of strength hierarchy of beam-column joints of existing RC structures under seismic type loading", J. Earthq. Eng., 16(6), 897-915.
DOI
|
3 |
Taylor, R.L. (2005), "FEAP- A finite element analysis program version 7.4. User manual", See: http://www.ce.berkeley.edu/-rlt/feap/ .
|
4 |
Visintin, P., Oehlers, D.J., Wu, C. and Griffith, M.C. (2012), "The reinforcement contribution to the cyclic behaviour of reinforced concrete beam hinges", Earthq. Eng. Struct. D., 41(12), 1591-1608.
DOI
|
5 |
Wang, Y.C. (2012), "Reinforced concrete jacketing for seismic upgrading of RC frames with poor reinforcing details in beam-column joints", Proceedings of the International Offshore and Polar Engineering Conference.
|
6 |
Wong, S.H.F. and Kuang, J.S. (2011), "Predicting shear strength of RC exterior beam-column joints by modified rotating-angle softened-truss model", Comput. Concrete, 8(1), 59-70.
DOI
|
7 |
Zhou, H. and Zhang, Z. (2012), "Interaction of internal forces of exterior beam-column joints of reinforced concrete frames under seismic action", Struct. Eng. Mech., 44(2), 197-217.
DOI
ScienceOn
|
8 |
Ibrahimbegovic, A. (2009), Non linear solid mechanics, Springer, London/New York.
|
9 |
Jehel, P., Davenne, L., Ibrahimbegovic, A. and Leger, P. (2010), "Towards robust viscoelastic-plastic-damage material model with different hardenings / softenings capable of representing salient phenomena in seismic loading applications", Comput. Concrete, 7(4), 365-386.
DOI
|
10 |
Karayannis, C.G. and Sirkelis, G.M. (2008), "Strengthening and rehabilitation of RC beam-column joints using carbon-FRP jacketing and epoxy resin injection", Earthq. Eng. Struct. D., 37(5), 769-790.
DOI
ScienceOn
|
11 |
Kim, J. and LaFave, J.M. (2007), "Key influence parameters for the joint shear behaviour of reinforced concrete (RC) beam-column connections", Eng. Struct., 29(10), 2523-2539.
DOI
ScienceOn
|
12 |
Lowes, L.N. and Moehle J.P. (1995), "Evaluation and retrofit of beam-column T-joints in older reinforced concrete bridge structures", ACI Struct. J., 96(4), 519-532.
|
13 |
Lowes, L.N. (1999), Finite element modeling of reinforced concrete beam-column bridge connections. Ph. D. Thesis, Civil Engineering Graduated Division, University of California, Berkeley, USA.
|
14 |
Lowes, L.N., Mitra, N. and Altoontash, A (2004), A beam-column joint model for simulating the earthquake response of reinforced concrete frames, Pacific Earthquake Engineering Research Center, PEER Report 2003/10, University of California, Berkeley, USA.
|
15 |
Markovic, D. and Ibrahimbegovic, A. (2006), "Complementary energy based FE modeling of coupled elasto-plastic and damage behavior for continuum microestructure computations", Comput. Method. Appl. M., 195, 5077-5093.
DOI
ScienceOn
|
16 |
Mazars J. (1986), "A description of micro- and macroscale damage of concrete structures", Eng. Fract. Mech., 25(5-6), 729-737.
DOI
ScienceOn
|
17 |
Ha, G.J., Cho, C.G., Kang, H.W. and Feo, L. (2012), "Seismic improvement of RC beam-column joints using hexagonal CFRP bars combined with CFRP sheets", Compos. Struct., DOI:10.1016/j.compstruct. 2012.08.022.
DOI
ScienceOn
|
18 |
Meinheit, D.F. and Jirsa, J.O. (1977), The shear strength of reinforced concrete beam-column joints, CESRL Report No. 77-1. Austin: University of Texas.
|
19 |
Ngo, V.M., Ibrahimbegovic, A. and Brancherie, D. (2014), "Thermomechanics failure of RC composites: computational approach with enhanced beam element", Coupled Syst. Mech., 3(1), 111-145.
DOI
|
20 |
Park, R. and Paulay, T. (1997), Estructuras de concreto reforzado. Limusa, Mexico.(In Spanish).
|
21 |
Ibrahimbegovic, A, Gharzeddine, F. and Chorfi, L. (1998), "Classical plasticity and viscoplasticity models reformulated: theoretical basis and numerical implementation", Int. J. Numer.Meth. Eng., 42, 499-535.
DOI
|
22 |
Alamedinne, F. and Ehsani, M.R. (1991), "High-strength RC connections subjected to inelastic cycling loading", J. Struct. Eng. - ASCE , 117(3), 829-850.
DOI
|
23 |
Alcocer, S. (1991), Comportamiento y diseno de estructuras de concreto reforzado. Uniones de elementos, CENAPRED/Instituto de Ingenieria-UNAM. (In Spanish).
|
24 |
Chakrabarty, J. (2006), Theory of plasticity, Elsevier Butterworth-Heinemann, London UK.
|
25 |
Dominguez, N., Brancherie, D., Davenne, L. and Ibrahimbegovic A. (2005), "Prediction of crack pattern distribution in reinforced concrete by coupling a strong discontinuity model of concrete cracking and a bond-slip of reinforcement model", Eng. Comput., 22(5-6), 558-582.
DOI
|
26 |
Ma, S.Y.M., Bertero, V.V. and Popov, E.P. (1976), Experimental and analytical studies of the hysteretic behavior of reinforced concrete rectangular and T-beams, Report No. EERC-76-2. Berkeley: EERC, University of California, USA.
|
27 |
Ha, G.J. and Cho, C.G. (2008), "Strengthening of reinforced high-strength concrete beam-column joints using advanced reinforcement details", Mag. Concrete Res., 60(7), 487-497.
DOI
|