1 |
Argyris, J., Tenek, L. and Olofsson, L. (1997), "TRIC: a simple but sophisticated 3-node triangular element based on 6 rigid-body and 12 straining modes for fast computational simulations of arbitrary isotropic and laminated composite shells", Comput. Methods Appl. Mech. Eng., 145, 11-85.
DOI
ScienceOn
|
2 |
Argyris, J.H., Balmer, H., Doltsinis, J.S., Dunne, P.C., Haase, M., Kleiber, M., Malejannakis, G.A., Mlejnek, H.P., Muller, M. and Scharf, D.W. (1979), "Finite element method - the natural approach", Comput. Methods Appl. Mech. Eng., 17(18), 1-106.
|
3 |
Argyris, J.H., Tenek, L. and Mattsson, A. (1998), "BEC: A 2-node fast converging shear-deformable isotropic and composite beam element based on 6 rigid-body and 6 straining modes", Comput. Methods Appl. Mech. Eng., 152, 281-336.
DOI
ScienceOn
|
4 |
Armero, F. and Oller, S. (2000), "A general framework for continuum damage models. I. Infinitesimal plastic damage models in stress space", Int. J. Solids Struct., 37(48-50), 7409-7436.
DOI
ScienceOn
|
5 |
Balan, T.A., Spacone, E. and Kwon, M. (2001), "A 3D hypoplastic model for cyclic analysis of concrete structures", Eng. Struct., 23(4), 333-342.
DOI
ScienceOn
|
6 |
Barzegar, F. and Maddipudi, S. (1994), "Generating reinforcement in FE modeling of concrete structures", J. Struct. Eng., 120, 1656-1662.
DOI
ScienceOn
|
7 |
Bathe, K.J. (1995), Finite Element Procedures, Prentice Hall Inc., Upper Saddle River, New Jersey, USA.
|
8 |
Bažant, Z.P. and Oh, B.H. (1983), "Crack band theory for fracture of concrete", Mater. Construct., 16(3),155-177.
DOI
ScienceOn
|
9 |
Bažant, Z.P. and Zdenek, P. (1983), "Comment on orthotropic models for concrete and Geomaterials", J. Eng. Mech., 109(3), 849-865.
DOI
|
10 |
Bertero, V.V., Aktan, A., Charney, F. and Sause, R. (1985), "Earthquake simulator tests and associated experimental analytical and correlation studies of one-fifth scale model", Earthq. Effects on Reinforced Concrete Structures, ACI, SP, Detroit, 375-424.
|
11 |
Borja, R.I., Sama, K.M. and Sanz, P.F. (2003), "On the numerical integration of three-invariant elastoplastic constitutive models", Comput. Methods Appl. Mech. Eng., 192, 1227-1258.
DOI
ScienceOn
|
12 |
Bresel, B. and Scordelis, A.C. (1963), Shear strength of reinforced concrete beams, ACI J., 60, 51-74.
|
13 |
Cedolin, L. and Dei, P.S. (1977), "Finite element studies of shear-critical R/C beams", ASCE, J. Eng. Mech. Div., 103(3), 395-410.
|
14 |
Cervenka, J. and Papanikolaou, V.K. (2008), "Three dimensional combined fracture-plastic material model for concrete", Int. J. Plasticity, 24(12), 2192-2220.
DOI
ScienceOn
|
15 |
Cervenka, V. (1970), Inelastic finite element analysis of reinforced concrete panels under plane loads, Ph.D., University of Colorado, University Microfilms, Inc., Michigan.
|
16 |
Cervenka, V., Jendele, L., Cervenka, J. (2008), ATENA program documentation. Part 1: Theory, Cervenka Consulting, Prague, Czech Republic.
|
17 |
Cervera, M., Hinton, E. and Hassan, O. (1987), "Nonlinear Analysis of RC plate and shell structures using 20-noded isoparametric brick elements", Comput. Struct., 25, 845-869.
DOI
ScienceOn
|
18 |
Cotsovos,, D.M., Zeris, C.A. and Abas, A.A. (2009), "Finite Element Modeling of Structural Concrete", ECCOMAS Thematic Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2009, Rhodes, Greece.
|
19 |
Ciampi, V. and Nicoletti, M. (1986), "Parameter identification for cyclic constitutive models with stiffness and strength degradation", Procceding of the 8th European Conference on Earthquake Engineering, Lisbon.
|
20 |
Clough, R.W., Benuska, K.L. and Wilson, E.L. (1965), "Inelastic earthquake response of tall buildings", Proceeding of the 3th World Conference on Earthquake Engineering, New Zealand, 11, New Zealand.
|
21 |
Darwin, D. and Pecknold, D.A. (1976), "Analysis of RC shear panels under cyclic loading", J. Struct. Div., ASCE, 102(2), 355-369.
|
22 |
Desmorat, R., Gatuingt, F. and Ragueneau, F. (2007), "Nonlocal anisotropic damage model and related computational aspects for quasi-brittle materials", Eng. Fracture Mech., 74(10), 1539-1560.
DOI
ScienceOn
|
23 |
Elwi, A.E. and Hrudey, T.M. (1989), "Finite element model for curved embedded reinforcement", J. Eng. Mech., 115, 740-754.
DOI
|
24 |
Fardis, M.N., Alibe, B. and Tasoulas, J.L. (1983), "Monotonic and cyclic constitutive law for concrete", J. Eng. Mech., ASCE, 109, 516-536.
DOI
ScienceOn
|
25 |
Girard, C. and Bastien, J. (2002), "Finite element bond slip model for concrete columns under cyclic loads", J. Struct. Eng., ASCE, 128, 1502-1510.
DOI
ScienceOn
|
26 |
Gonzalez-Vidosa, F., Kotsovos, M.D. and Pavlovic, M.N. (1988), "On the numerical instability of the smeared-crack approach in the nonlinear modeling of concrete structures", Commun. Appl. Num. Meth. Engng, 4, 799-806.
DOI
|
27 |
Jason, L., Huerta, A., Pijaudier-Cabot, G. and Ghavamian, S. (2006), "An elastic plastic damage formulation for concrete: Application to elementary tests and comparison with an isotropic damage model", Comput. Methods Appl. Mech. Eng., 195(52), 7077-7092.
DOI
ScienceOn
|
28 |
Gonzalez-Vidosa, F., Kotsovos, M.D. and Pavlovic, M.N. (1991), "A three-dimensional nonlinear finite-element model for structural concrete; Part 1: main features and objectivity study and Part 2: generality study", Proceedings of the Institution of Civil Engineers, Part 2, Research and Theory, 91, 517-544.
DOI
|
29 |
Hartl, H. and Handel, C.H. (2002), "3D finite element modeling of reinforced concrete structures", fib 2002, Osaka Congress, Japan.
|
30 |
Ile, N. and Reynouard, J.M. (2000), "Nonlinear analysis of reinforced concrete shear wall under earthquake loading", J. Earthq. Eng., 4(2), 183-213.
|
31 |
Jendele, L. and Červenka, J. (2009), "On the solution of multi-point constraints - Application to FE analysis of reinforced concrete structures", Comput. Struct., 87, 970-980.
DOI
ScienceOn
|
32 |
Jiràsek, M. and Rolshoven, S. (2003), "Comparison of integral-type nonlocal plasticity models for strain-softening materials", Int. J. Eng. Sci., 41, 1553-1602.
DOI
ScienceOn
|
33 |
Kolleger, J. and Mehlhorn, G. (1987), "Material model for cracked reinforced concrete", IABSE Colloquium on Computational Mechanics of Concrete Structures-Advances and Applications, Delft, 63-74.
|
34 |
Kotsovos, M.D. (1979), "A mathematical description of the strength properties of concrete under generalized stress", Mag. Concrete Res., 31(108), 151-158.
DOI
ScienceOn
|
35 |
Kotsovos, M.D. (1983), "Effect of Testing Techniques on the Post-Ultimate Behavior of Concrete in Compression", Mater. Struct., RILEM, 16(91), 3-12.
|
36 |
Kwak, H.G. and Kim, D.Y. (2001), "Nonlinear analysis of RC shear walls considering tension-stiffening effect", Comput. Struct., 79, 499-517.
DOI
ScienceOn
|
37 |
Kotsovos, M.D. (1984), "Concrete. A brittle fracturing material", RILEM Mater. Struct., 17, 107-115.
|
38 |
Kotsovos, M.D. and Pavlovic, M.N. (1995), Structural concrete. Finite Element Analysis for Limit State Design, Thomas Telford, London.
|
39 |
Kwak, H.G. and Kim, D.Y. (2001), "Nonlinear analysis of RC shear walls considering tension-stiffening effect", Comput. Struct., 79, 499-517.
DOI
ScienceOn
|
40 |
Kwak, H.G. and Kim, D.Y. (2004), "Material nonlinear analysis of RC shear walls subject to cyclic loadings", Eng. Struct., 26, 1423-1436.
DOI
ScienceOn
|
41 |
Kwak, H.G. and Kim, D.Y. (2006), "Cracking behavior of RC panels subject to biaxial tensile stresses", Comput. Struct., 84, 305-317.
DOI
ScienceOn
|
42 |
Kwan, W.P. and Billington, S.L. (2001), "Simulation of structural concrete under cyclic load", J. Struct. Eng., 127, 1391-1401.
DOI
ScienceOn
|
43 |
Lee, J. and Fenves, G.L. (2001), "A return-mapping algorithm for plastic-damage models: 3D and plane stress formulation", Int. J. Numer. Methods Eng., 50(2), 487-506.
DOI
ScienceOn
|
44 |
Lefas, I. (1988), Behavior of reinforced concrete walls and its implication for ultimate limit state design, Ph.D., University of London.
|
45 |
Lefas, I.D. and Kotsovos, M.D. (1990), "Strength and deformation characteristics of reinforced concrete walls under load reversals", ACI Struct. J., 87(6), 716-726.
|
46 |
Lubliner, J., Oliver, J., Oller, S. and Onate, E. (1989), "A plastic-damage model for concrete", Int. J. Solids Struct., 3, 299-326.
|
47 |
Markou, G. and Papadrakakis, M. (2012), "An efficient generation method of embedded reinforcement in hexahedral elements for reinforced concrete simulations", Adv. Eng. Soft. ADES, 45(1), 175-187.
DOI
ScienceOn
|
48 |
Lykidis, G. (2007), Static and dynamic analysis of reinforced concrete structures with 3D finite elements and the smeared crack approach, Ph.D. Thesis, NTUA, Greece.
|
49 |
Markou, G. (2010), ReConAn v1.00. Finite Element Analysis Software Manual, Institute of Structural Analysis and Seismic Research, Technical University of Athens, Greece.
|
50 |
Markou, G. (2011), Detailed Three-Dimensional Nonlinear Hybrid Simulation for the Analysis of Large-Scale Reinforced Concrete Structures, Ph.D. Thesis, National Technical University of Athens.
|
51 |
Mazars, J., Kotronis, P., Ragueneau, F. and Casaux, G. (2006), "Using multifiber beams to account for shear and torsion. Applications to concrete structural elements", Comput. Mathod Appl. Mech., 195, 7264-7281.
DOI
ScienceOn
|
52 |
Mazars, J., Ragueneau, F., Casaux, G., Colombo, A. and Kotronis, P. (2004), "Numerical modeling for earthquake engineering: the case of lightly RC structural walls", Int. J. Numer. Anal. Methods Geom., 28, 857-874.
DOI
ScienceOn
|
53 |
Menegotto, M. and Pinto, P.E. (1973), "Method of analysis for cyclically loaded reinforced concrete plane frames Including changes in geometry and non-elastic behavior of elements under combined normal force and bending", Proceedings, IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well Defined Repeated Loads, Lisbon.
|
54 |
Mergos, P.E. and Kappos, A.J. (2008), "A distributed shear and flexural flexibility model with shear-flexure interaction for R/C members subjected to seismic loading", Earthq. Eng. Struct. Dyn., 37 1349-1370.
DOI
ScienceOn
|
55 |
Nechnech, W., Meftah, F. and Reynouard, J.M. (2002), "An elasto-plastic damage model for plain concrete subjected to high temperatures", Eng. Struct., 24(5) 597-611.
|
56 |
Mirzabozorg, H. and Ghaemian, M. (2005), "Nonlinear behavior of mass concrete in 3d problems using a smeared crack approach", Earthq. Eng. Struct. Dyn., 34, 247-269.
DOI
ScienceOn
|
57 |
Mitchell, W.F. (1997), "A Fortran 90 Interface for OpenGL", NISTIR 5985.
|
58 |
Navarro, G.J., Miguel, S.P., Fernandez, P.M.A. and Filippou, F.C. (2007), "A 3D numerical model for reinforced and prestressed concrete elements subjected to combined axial, bending, shear and torsion loading", Eng. Struct., 29, 3404-3419.
DOI
ScienceOn
|
59 |
Oliver, J., Linero, D.L., Huespe, A.E. and Manzoli, O.L. (2008), "Two-dimensional modeling of material failure in reinforced concrete by means of a continuum strong discontinuity approach", Comput. Methods Appl. Mech. Eng., 197, 332-348.
DOI
ScienceOn
|
60 |
Oliver, J. (1989), "Consistent characteristic length for smeared cracking models", Int. J. Numer. Methods Eng., 28(2), 461-474.
DOI
ScienceOn
|
61 |
Ozbolt, J. and Li, Y.J. (2001), "Three dimensional cyclic analysis of compressive diagonal shear failure", Finite Element Anal. RC Struct., Eds. (Willam, K., Tanabe, T.), ACI, SP, 205(4) , 61-79.
|
62 |
Papachristidis, A., Fragiadakis, M., and Papadrakakis, M. (2009), "A shear-deformable fiber beam-column element for seismic analysis of steel structures", Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN), Rhodes.
|
63 |
Papachristidis, A., Fragiadakis, M., and Papadrakakis, M. (2010), "A 3D fibre beam-column element with shear modeling for the inelastic analysis of steel structures", Comput. Mech., 45(6), 553-572.
DOI
|
64 |
Papanikolopoulos, K. (2003), Investigation of the non-linear behavior of reinforced concrete members with finite elements, Postgraduate Thesis, National Technical University of Athens, Athens.
|
65 |
Papaioannou, I., Fragiadakis, M. and Papadrakakis, M. (2005), "Inelastic analysis of framed structures using the fiber approach", Proceeding of the 5th International Congress on Computational Mechanics, GRACM 05, Limassol, Cyprus, 1, 231-238.
|
66 |
Papanikolaou, V.K. and Kappos, A.J. (2009), "Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Part 1: Methodology", Eng. Struct., 87(21-22), 1427-1439.
|
67 |
Papanikolaou, V.K. and Kappos, A.J. (2009), "Numerical study of confinement effectiveness in solid and hollow reinforced concrete bridge piers: Part 2: Analysis results and discussion", Eng. Struct., 87(21-22), 1427-1439.
|
68 |
Park, H. and Kim, J.Y. (2005), "Hybrid plasticity model for reinforced concrete in shear", Eng. Struct., 27, 35-48.
DOI
ScienceOn
|
69 |
Rashid, Y.M. (1968), "Ultimate strength analysis of prestressed concrete vessels", Nucl. Eng. Des., 7, 334-344.
DOI
ScienceOn
|
70 |
Saritas, A. and Filippou, F.C. (2009), "Numerical integration of a class of 3d plastic-damage concrete models and condensation of 3d stress-strain relations for use in beam finite elements", Eng. Stuct., 31(10), 2327-2336.
DOI
ScienceOn
|
71 |
Sato, Y. and Naganuma, K. (2007), "Discrete-like crack simulation by smeared crack-based FEM for reinforced concrete", Earthq. Eng. Struct. Dyn., 36, 2137-2152.
DOI
ScienceOn
|
72 |
Siemens PLM Software (2009), World-class finite element analysis (FEA) solution for the Windows desktop, Siemens Product Lifecycle Management Software Inc.
|
73 |
Simo, J.C. and Ju, J.W. (1987), "Strain-based and stress-based continuum damage models.1. formulation", Int. J. Solids Struct., 23(7), 821-840.
DOI
ScienceOn
|
74 |
Taucer, F.F., Spacone, E. and Filippou, F.C. (1991), A Fiber beam-column element for seismic response analysis of reinforced concrete structures, Report No. UCB/EERC-91/17, University of California, Berkeley.
|
75 |
Spacone, E., Filippou, F.C. and Taucer, F.F. (1996), "Fibre beam-clumn model for nonlinear analysis of R/C frames Part I: formulation", Earthq. Eng. Struct. Dyn., 25, 711-725.
DOI
ScienceOn
|
76 |
Spiliopoulos, K.V. and Lykidis, G. (2006), "An efficient three-dimensional solid finite element dynamic analysis of reinforced concrete structures", Earthq. Eng. Struct. Dyn., 35, 137-157.
DOI
ScienceOn
|
77 |
Takizawa, H. (1976), "Notes on some basic problems in inelastic analysis or planar RC structures", Trans. Arch. Inst. Japan, 240, Part I, 51-62, Part II, 65-77.
|
78 |
Van, Mier, J.G.M. (1986), "Multiaxial strain-softening of concrete", Mater. Struct., RILEM, 19(111), 179-200.
DOI
|
79 |
Van Mier, J.G.M., Shah, S.P., Arnaud, M., Balayssac, J.P., Bassoul, A., Choi, S., Dasenbrock, D., Ferrara, G., French, C., Gobbi, M.E., Karihaloo, B.L., Konig, G., Kotsovos, M.D., Labnz, J., Lange-Kornbak, D., Markeset, G., Pavlovic, M.N., Simsch, G., Thienel, K.C., Turatsinze, A., Ulmer M., van Vliet, M.R.A. and Zissopoulos, D. (1997), "Test methods for the strain-softening of concrete), Strain-softening of concrete in uniaxial compression", Mater. Struct., RILEM, 30(198), 195-209.
DOI
ScienceOn
|
80 |
Viwathenatepa, S., Popov, E.P. and Bertero, V.V. (1979), Effects of Generalized Loadings on Bond of Reinforcing Bars Embedded in Confined Concreteblocks, Report to National Science Foundation, University of California Berkeley, California.
|
81 |
Zeris, C.A. and Mahin, S. (1988), "Analysis of reinforced concrete beam-columns under uniaxial excitation", J. Struct. Eng., ASCE, 114(4), 804-820.
DOI
|