메뉴 건너뛰기




Volumn 196, Issue 45-48, 2007, Pages 4458-4478

Static analysis of beam structures under nonlinear geometric and constitutive behavior

Author keywords

Beam model; Composites; Damage index; Geometric nonlinearity; Mixing theory; Nonlinear analysis; Reinforced concrete structures

Indexed keywords

COMPUTATIONAL GEOMETRY; ENERGY DISSIPATION; NUMERICAL METHODS; PROBLEM SOLVING; STATIC ANALYSIS; STRENGTH OF MATERIALS; THERMODYNAMICS; THREE DIMENSIONAL;

EID: 34548309427     PISSN: 00457825     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.cma.2007.05.005     Document Type: Article
Times cited : (61)

References (67)
  • 2
    • 32544456318 scopus 로고    scopus 로고
    • Numerical modeling of softening hinges in the Euler-Bernoulli beams
    • Armero F., and Ehrlich D. Numerical modeling of softening hinges in the Euler-Bernoulli beams. Comput. Struct. 84 (2005) 641-656
    • (2005) Comput. Struct. , vol.84 , pp. 641-656
    • Armero, F.1    Ehrlich, D.2
  • 3
    • 34548365925 scopus 로고    scopus 로고
    • F. Armero, I. Romero, On the objective and conserving integration of geometrically exact rod models, Trends in Computational Structural Mechanics, Lake Constance, Austria, May 2001.
  • 4
    • 0038495539 scopus 로고    scopus 로고
    • Energy-dissipating momentum-conserving time-stepping algorithms for the dynamic of nonlinear Cosserat rods
    • Armero F., and Romero I. Energy-dissipating momentum-conserving time-stepping algorithms for the dynamic of nonlinear Cosserat rods. Comput. Mech. 31 (2003) 3-26
    • (2003) Comput. Mech. , vol.31 , pp. 3-26
    • Armero, F.1    Romero, I.2
  • 7
    • 0037199848 scopus 로고    scopus 로고
    • Frame-indifferent beam finite element based upon the geometrically exact beam theory
    • Betsch P., and Steinmann P. Frame-indifferent beam finite element based upon the geometrically exact beam theory. Int. J. Numer. Methods Engrg. 54 (2002) 1775-1788
    • (2002) Int. J. Numer. Methods Engrg. , vol.54 , pp. 1775-1788
    • Betsch, P.1    Steinmann, P.2
  • 8
    • 0030127345 scopus 로고    scopus 로고
    • Large deformation analysis of inelastic space truss structures
    • Blandford G.E. Large deformation analysis of inelastic space truss structures. J. Struct. Engg. 122 (1996) 407-415
    • (1996) J. Struct. Engg. , vol.122 , pp. 407-415
    • Blandford, G.E.1
  • 9
    • 0033535851 scopus 로고    scopus 로고
    • Evaluation of simple bifurcation points and post-critical path in large finite rotations problems
    • Cardona A., and Huespe A. Evaluation of simple bifurcation points and post-critical path in large finite rotations problems. Comput. Methods Appl. Mech. Engrg. 175 (1999) 137-156
    • (1999) Comput. Methods Appl. Mech. Engrg. , vol.175 , pp. 137-156
    • Cardona, A.1    Huespe, A.2
  • 10
    • 0024116484 scopus 로고
    • A beam finite element non-linear theory with finite rotations
    • Cardona A., and Gerardin M. A beam finite element non-linear theory with finite rotations. Int. J. Numer. Methods Engrg. 26 (1988) 2403-2438
    • (1988) Int. J. Numer. Methods Engrg. , vol.26 , pp. 2403-2438
    • Cardona, A.1    Gerardin, M.2
  • 11
    • 0342368742 scopus 로고    scopus 로고
    • An anisotropic elasto plastic constitutive model for large strain analysis of fiber reinforced composite materials
    • Car E., Oller S., and Oñate E. An anisotropic elasto plastic constitutive model for large strain analysis of fiber reinforced composite materials. Comput. Methods Appl. Mech. Engrg. 185 (2000) 245-277
    • (2000) Comput. Methods Appl. Mech. Engrg. , vol.185 , pp. 245-277
    • Car, E.1    Oller, S.2    Oñate, E.3
  • 14
    • 33746451257 scopus 로고    scopus 로고
    • Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation
    • Crisfield M.A., and Jelenic̀ G. Objectivity of strain measures in the geometrically exact three-dimensional beam theory and its finite-element implementation. Royal Soc. 455 (1999) 1125-1147
    • (1999) Royal Soc. , vol.455 , pp. 1125-1147
    • Crisfield, M.A.1    Jelenic̀, G.2
  • 15
    • 0037402784 scopus 로고    scopus 로고
    • Efficient approaches to finite element analysis in earthquake engineering
    • Davenne L., Ragueneau F., Mazars J., and Ibrahimbegović A. Efficient approaches to finite element analysis in earthquake engineering. Comput. Struct. 81 (2003) 1223-1239
    • (2003) Comput. Struct. , vol.81 , pp. 1223-1239
    • Davenne, L.1    Ragueneau, F.2    Mazars, J.3    Ibrahimbegović, A.4
  • 16
    • 21344458767 scopus 로고    scopus 로고
    • A comparative study of concentrated plasticity models in dynamic analysis of building structures
    • Dides M.A., and De La Llera J.C. A comparative study of concentrated plasticity models in dynamic analysis of building structures. Earthquake Engrg. Struct. Dynam. 34 (2005) 1005-1026
    • (2005) Earthquake Engrg. Struct. Dynam. , vol.34 , pp. 1005-1026
    • Dides, M.A.1    De La Llera, J.C.2
  • 17
    • 10644271715 scopus 로고    scopus 로고
    • A contribution to the numerical non-linear analysis of three-dimensional truss system considering large strains, damage and plasticity
    • Driemeier L., Baroncini S.P., and Alves M. A contribution to the numerical non-linear analysis of three-dimensional truss system considering large strains, damage and plasticity. Commun. Nonlinear Sci. Numer. Simul. 10 (2005) 515-535
    • (2005) Commun. Nonlinear Sci. Numer. Simul. , vol.10 , pp. 515-535
    • Driemeier, L.1    Baroncini, S.P.2    Alves, M.3
  • 18
    • 0037116399 scopus 로고    scopus 로고
    • Overstrength and force reduction factors of multistorey reinforced concrete buildings
    • Elnashai A.S., and Mwafy A.M. Overstrength and force reduction factors of multistorey reinforced concrete buildings. Struct. Des. Tall Build. 11 (2002) 329-351
    • (2002) Struct. Des. Tall Build. , vol.11 , pp. 329-351
    • Elnashai, A.S.1    Mwafy, A.M.2
  • 19
    • 51249167957 scopus 로고
    • A survey of the core-congruential formulation for geometrically nonlinear TL finite elements
    • Felippa C.A., Crivelli L.A., and Haugen B. A survey of the core-congruential formulation for geometrically nonlinear TL finite elements. Arch. Comput. Methods Engrg. 1 (1994) 1-48
    • (1994) Arch. Comput. Methods Engrg. , vol.1 , pp. 1-48
    • Felippa, C.A.1    Crivelli, L.A.2    Haugen, B.3
  • 20
    • 0034734143 scopus 로고    scopus 로고
    • Theory and numerics of three-dimensional beams with elastoplastic material behavior
    • Gruttmann F., Sauer R., and Wagner W. Theory and numerics of three-dimensional beams with elastoplastic material behavior. Int. J. Numer. Methods Engrg. 48 (2000) 1675-1702
    • (2000) Int. J. Numer. Methods Engrg. , vol.48 , pp. 1675-1702
    • Gruttmann, F.1    Sauer, R.2    Wagner, W.3
  • 21
    • 0036684185 scopus 로고    scopus 로고
    • Finite element methodology for local/global damage evaluation in civil engineering structures
    • Hanganu A.D., Oñate E., and Barbat A.H. Finite element methodology for local/global damage evaluation in civil engineering structures. Comput. Struct. 80 (2002) 1667-1687
    • (2002) Comput. Struct. , vol.80 , pp. 1667-1687
    • Hanganu, A.D.1    Oñate, E.2    Barbat, A.H.3
  • 22
    • 0035581098 scopus 로고    scopus 로고
    • Nonlinear analysis of RC beam subject to cyclic loading
    • Kwak HG., and Kim SP. Nonlinear analysis of RC beam subject to cyclic loading. J. Struct. Engrg. 127 (2001) 1436-1444
    • (2001) J. Struct. Engrg. , vol.127 , pp. 1436-1444
    • Kwak, HG.1    Kim, SP.2
  • 23
    • 34250088561 scopus 로고
    • On a consistent theory, and variational formulation of finitely stretched and rotated 3-D space-curved beams
    • Iura M., and Atluri S.N. On a consistent theory, and variational formulation of finitely stretched and rotated 3-D space-curved beams. Computat. Mech. 4 (1989) 73-88
    • (1989) Computat. Mech. , vol.4 , pp. 73-88
    • Iura, M.1    Atluri, S.N.2
  • 24
    • 0029291922 scopus 로고
    • On finite element implementation of geometrically nonlinear Reissners̀ beam theory: three-dimensional curved beam elements
    • Ibrahimbegović A. On finite element implementation of geometrically nonlinear Reissners̀ beam theory: three-dimensional curved beam elements. Comput. Methods Appl. Mech. Engrg. 122 (1995) 11-26
    • (1995) Comput. Methods Appl. Mech. Engrg. , vol.122 , pp. 11-26
    • Ibrahimbegović, A.1
  • 25
    • 0034251454 scopus 로고    scopus 로고
    • Quadratically convergent direct calculation of critical points for 3D structures undergoing finite rotations
    • Ibrahimbegović A., and Al Mikdad M. Quadratically convergent direct calculation of critical points for 3D structures undergoing finite rotations. Comput. Methods Appl. Mech. Engrg. 189 (2000) 107-120
    • (2000) Comput. Methods Appl. Mech. Engrg. , vol.189 , pp. 107-120
    • Ibrahimbegović, A.1    Al Mikdad, M.2
  • 27
    • 0037175266 scopus 로고    scopus 로고
    • On the role of frame-invariance in structural mechanics models at finite rotations
    • Ibrahimbegović A., and Taylor R.L. On the role of frame-invariance in structural mechanics models at finite rotations. Comput. Methods Appl. Mech. Engrg. 191 (2002) 5159-5176
    • (2002) Comput. Methods Appl. Mech. Engrg. , vol.191 , pp. 5159-5176
    • Ibrahimbegović, A.1    Taylor, R.L.2
  • 28
    • 0030379932 scopus 로고    scopus 로고
    • On the role of geometrically exact and second-order theories in buckling and post-buckling analysis of three-dimensional beam structures
    • Ibrahimbegović A., Shakourzadeh H., Batoz J.L., Al Mikdad M., and Guo Y.Q. On the role of geometrically exact and second-order theories in buckling and post-buckling analysis of three-dimensional beam structures. Comput. Struct. 61 (1996) 1101-1114
    • (1996) Comput. Struct. , vol.61 , pp. 1101-1114
    • Ibrahimbegović, A.1    Shakourzadeh, H.2    Batoz, J.L.3    Al Mikdad, M.4    Guo, Y.Q.5
  • 29
    • 0032647649 scopus 로고    scopus 로고
    • Geometrically exact 3D beam theory: implementation of a strain-invariant finite element for static and dynamics
    • Jelenic̀ G., and Crisfield M.A. Geometrically exact 3D beam theory: implementation of a strain-invariant finite element for static and dynamics. Comput. Methods Appl. Mech. Engrg. 171 (1999) 141-171
    • (1999) Comput. Methods Appl. Mech. Engrg. , vol.171 , pp. 141-171
    • Jelenic̀, G.1    Crisfield, M.A.2
  • 30
    • 0029229937 scopus 로고
    • A kinematically exact space finite strain beam model-finite element formulation by generalized virtual work principle
    • Jelenic̀ G., and Saje M. A kinematically exact space finite strain beam model-finite element formulation by generalized virtual work principle. Comput. Methods Appl. Mech. Engrg. 120 (1995) 131-161
    • (1995) Comput. Methods Appl. Mech. Engrg. , vol.120 , pp. 131-161
    • Jelenic̀, G.1    Saje, M.2
  • 31
    • 0038157324 scopus 로고    scopus 로고
    • On a geometrically exact curved/twisted beam theory under rigid cross-section assumption
    • Kapania R.K., and Li J. On a geometrically exact curved/twisted beam theory under rigid cross-section assumption. Comput. Mech. 30 (2003) 428-443
    • (2003) Comput. Mech. , vol.30 , pp. 428-443
    • Kapania, R.K.1    Li, J.2
  • 32
    • 0002118342 scopus 로고    scopus 로고
    • Seismic damage indices for RC buildings: evaluation of concepts and procedures
    • Kappos A.J. Seismic damage indices for RC buildings: evaluation of concepts and procedures. Prog. Struct. Engrg. Mater. 1 (1997) 78-87
    • (1997) Prog. Struct. Engrg. Mater. , vol.1 , pp. 78-87
    • Kappos, A.J.1
  • 33
    • 0027907840 scopus 로고
    • Failure behavior of reinforced concrete frames by the combined layered and nonlayered method
    • Kim J.K., and Lee T.G. Failure behavior of reinforced concrete frames by the combined layered and nonlayered method. Comput. Struct. 48 (1993) 819-825
    • (1993) Comput. Struct. , vol.48 , pp. 819-825
    • Kim, J.K.1    Lee, T.G.2
  • 34
    • 34548347395 scopus 로고    scopus 로고
    • J. Lubliner, Thermomechanics of deformable bodies, Department of Civil Engineering University of California, Berkeley, 1985.
  • 36
    • 0015357733 scopus 로고
    • On the thermodynamic foundations of non-linear solid mechanics
    • Lubliner J. On the thermodynamic foundations of non-linear solid mechanics. Int. J. Non-Linear Mech. 7 (1972) 237-254
    • (1972) Int. J. Non-Linear Mech. , vol.7 , pp. 237-254
    • Lubliner, J.1
  • 37
    • 24044452166 scopus 로고    scopus 로고
    • A plastic damage approach for confined concrete
    • Luccioni B.M., and Rougier V.C. A plastic damage approach for confined concrete. Comput. Struct. 83 (2005) 2238-2256
    • (2005) Comput. Struct. , vol.83 , pp. 2238-2256
    • Luccioni, B.M.1    Rougier, V.C.2
  • 38
    • 34548343462 scopus 로고    scopus 로고
    • J. Mäkinen, H. Marjamäki, Total Lagrangian parametrization of rotation manifold, in: Fifth EUROMECH Nonlinear Dynamics Conference, Eindhoven, Netherlands, 2005, pp. 522-530.
  • 39
    • 34548340187 scopus 로고    scopus 로고
    • L.E. Malvern, Introduction to the mechanics of a continuous medium, Department of Civil Engineering Englewood Cliffs, NJ, 1969.
  • 40
    • 34548340185 scopus 로고    scopus 로고
    • A. Pérez Morán, Formulaciones Tangente y Secante en Análisis no Lineal de Vigas de Cosserat, Ph.D. Thesis, Universitat Politècnica de Catalunya, 2005.
  • 41
    • 0031188073 scopus 로고    scopus 로고
    • Evaluation of the nonlinear frame finite-element models
    • Neuenhofer A., and Filippou F.C. Evaluation of the nonlinear frame finite-element models. J. Struct. Engrg. 123 (1997) 958-966
    • (1997) J. Struct. Engrg. , vol.123 , pp. 958-966
    • Neuenhofer, A.1    Filippou, F.C.2
  • 44
    • 33646192763 scopus 로고    scopus 로고
    • Moment-curvature damage model for bridges subjected to seismic loads
    • Oller S., and Barbat A.H. Moment-curvature damage model for bridges subjected to seismic loads. Comput. Methods Appl. Mech. Engrg. 195 (2006) 4490-4511
    • (2006) Comput. Methods Appl. Mech. Engrg. , vol.195 , pp. 4490-4511
    • Oller, S.1    Barbat, A.H.2
  • 45
    • 0030196733 scopus 로고    scopus 로고
    • A plastic damage constitutive model for composites materials
    • Oller S., Oñate E., Miquel J., and Botello S. A plastic damage constitutive model for composites materials. Int. J. Solids Struct. 33 (1996) 2501-2518
    • (1996) Int. J. Solids Struct. , vol.33 , pp. 2501-2518
    • Oller, S.1    Oñate, E.2    Miquel, J.3    Botello, S.4
  • 46
    • 0030212120 scopus 로고    scopus 로고
    • Mixing anisotropic formulation for the analysis of composites
    • Oller S., Oñate E., and Miquel J. Mixing anisotropic formulation for the analysis of composites. Commun. Numer. Methods Engrg. 12 (1996) 471-482
    • (1996) Commun. Numer. Methods Engrg. , vol.12 , pp. 471-482
    • Oller, S.1    Oñate, E.2    Miquel, J.3
  • 47
    • 0034225196 scopus 로고    scopus 로고
    • Large elasto-plastic analysis of beams using kinematically exact elements
    • Pajunen S. Large elasto-plastic analysis of beams using kinematically exact elements. Commun. Numer. Methods Engrg. 16 (2000) 497-504
    • (2000) Commun. Numer. Methods Engrg. , vol.16 , pp. 497-504
    • Pajunen, S.1
  • 48
    • 34548334082 scopus 로고    scopus 로고
    • I. Papaioannou, M. Fragiadakis, M. Papadrakakis, Inelastic analysis of framed structures using the fiber approach, in: Proceedings of the 5th International Congress on Computational Mechanics (GRACM 05), Limassol, Cyprus, 2005, pp. 231-238.
  • 49
    • 0030081811 scopus 로고    scopus 로고
    • Geometrically non-linear and elastoplastic three-dimensional shear flexible beam element of Von-Mises-type hardening material
    • Park M.S., and Lee B.C. Geometrically non-linear and elastoplastic three-dimensional shear flexible beam element of Von-Mises-type hardening material. Int. J. Numer. Methods Engrg. 39 (1996) 383-408
    • (1996) Int. J. Numer. Methods Engrg. , vol.39 , pp. 383-408
    • Park, M.S.1    Lee, B.C.2
  • 50
    • 16544371111 scopus 로고    scopus 로고
    • A mixed finite element for three-dimensional nonlinear analysis of steel frames
    • Nukala P.K.V.V., and White D.W. A mixed finite element for three-dimensional nonlinear analysis of steel frames. Comput. Methods Appl. Mech. Engrg. 193 (2004) 2507-2545
    • (2004) Comput. Methods Appl. Mech. Engrg. , vol.193 , pp. 2507-2545
    • Nukala, P.K.V.V.1    White, D.W.2
  • 51
    • 0015632528 scopus 로고
    • On one-dimensional large-displacement finite-strain beam theory
    • Reissner E. On one-dimensional large-displacement finite-strain beam theory. Stud. Appl. Math. 11 (1973) 87-95
    • (1973) Stud. Appl. Math. , vol.11 , pp. 87-95
    • Reissner, E.1
  • 52
    • 0000314657 scopus 로고
    • On one-dimensional finite-strain beam theory: the plane problem
    • Reissner E. On one-dimensional finite-strain beam theory: the plane problem. J. Appl. Math. Phys. 23 (1972) 795-804
    • (1972) J. Appl. Math. Phys. , vol.23 , pp. 795-804
    • Reissner, E.1
  • 53
    • 0037199851 scopus 로고    scopus 로고
    • An objective finite element formulation of the kinematics of geometrically exact rods and its use in the formulation of an energy-momentum conserving scheme in dynamics
    • Romero I., and Armero F. An objective finite element formulation of the kinematics of geometrically exact rods and its use in the formulation of an energy-momentum conserving scheme in dynamics. Int. J. Numer. Methods Engrg. 54 (2002) 1683-1716
    • (2002) Int. J. Numer. Methods Engrg. , vol.54 , pp. 1683-1716
    • Romero, I.1    Armero, F.2
  • 54
    • 0032068455 scopus 로고    scopus 로고
    • A kinematically exact finite element formulation of elastic-plastic curved beams
    • Saje M., Turk G., Kalagasidu A., and Vratanar B. A kinematically exact finite element formulation of elastic-plastic curved beams. Comput. Struct. 67 (1998) 197-214
    • (1998) Comput. Struct. , vol.67 , pp. 197-214
    • Saje, M.1    Turk, G.2    Kalagasidu, A.3    Vratanar, B.4
  • 55
    • 30844444153 scopus 로고    scopus 로고
    • Plastic hinge integration methods for the force-based beam-column elements
    • Scott M.H., and Fenves G.L. Plastic hinge integration methods for the force-based beam-column elements. J. Struct. Engrg. 132 (2006) 244-252
    • (2006) J. Struct. Engrg. , vol.132 , pp. 244-252
    • Scott, M.H.1    Fenves, G.L.2
  • 56
    • 12744250287 scopus 로고    scopus 로고
    • Fiber-element model for cyclic analysis of concrete-filled fiber reinforced polymer tubes
    • Shao Y., Aval S., and Mirmiran A. Fiber-element model for cyclic analysis of concrete-filled fiber reinforced polymer tubes. J. Struct. Engrg. 131 (2005) 292-303
    • (2005) J. Struct. Engrg. , vol.131 , pp. 292-303
    • Shao, Y.1    Aval, S.2    Mirmiran, A.3
  • 57
    • 0023981374 scopus 로고
    • Elasto-plastic large deformation analysis of space-frames: a plastic hinge and stress-based explicit derivation of tangent stiffness
    • Shi G., and Atluri S.N. Elasto-plastic large deformation analysis of space-frames: a plastic hinge and stress-based explicit derivation of tangent stiffness. Int. J. Numer. Methods Engrg. 26 (1988) 589-615
    • (1988) Int. J. Numer. Methods Engrg. , vol.26 , pp. 589-615
    • Shi, G.1    Atluri, S.N.2
  • 58
    • 0022060633 scopus 로고
    • A finite strain beam formulation. The three-dimensional dynamic problem. Part I
    • Simo J.C. A finite strain beam formulation. The three-dimensional dynamic problem. Part I. Comput. Methods Appl. Mech. Engrg. 49 (1985) 55-70
    • (1985) Comput. Methods Appl. Mech. Engrg. , vol.49 , pp. 55-70
    • Simo, J.C.1
  • 59
    • 0022792209 scopus 로고
    • A three-dimensional finite-strain rod model. Part II: Computational aspects
    • Simo J.C., and Vu-Quoc L. A three-dimensional finite-strain rod model. Part II: Computational aspects. Comput. Methods Appl. Mech. Engrg. 58 (1986) 79-116
    • (1986) Comput. Methods Appl. Mech. Engrg. , vol.58 , pp. 79-116
    • Simo, J.C.1    Vu-Quoc, L.2
  • 60
    • 0023964748 scopus 로고
    • On the dynamics in space of rods undergoing large motions - a geometrically exact approach
    • Simo J.C., and Vu-Quoc L. On the dynamics in space of rods undergoing large motions - a geometrically exact approach. Comput. Methods Appl. Mech. Engrg. 66 (1988) 125-161
    • (1988) Comput. Methods Appl. Mech. Engrg. , vol.66 , pp. 125-161
    • Simo, J.C.1    Vu-Quoc, L.2
  • 61
    • 0026853157 scopus 로고
    • The (symmetric) Hessian for geometrically nonlinear models in solid mechanics: intrinsic definition and geometric interpretation
    • Simo J.C. The (symmetric) Hessian for geometrically nonlinear models in solid mechanics: intrinsic definition and geometric interpretation. Comput. Methods Appl. Mech. Engrg. 96 (1992) 189-200
    • (1992) Comput. Methods Appl. Mech. Engrg. , vol.96 , pp. 189-200
    • Simo, J.C.1
  • 62
    • 0025800866 scopus 로고
    • A geometrically exact rod model incorporating shear and torsion-warping deformation
    • Simo J.C., and Vu-Quoc L. A geometrically exact rod model incorporating shear and torsion-warping deformation. Int. J. Solids Struct. 27 (1991) 371-393
    • (1991) Int. J. Solids Struct. , vol.27 , pp. 371-393
    • Simo, J.C.1    Vu-Quoc, L.2
  • 63
    • 0021386697 scopus 로고
    • Numerical simulations of elasto-viscoplastic response of beams accounting for the effect of shear
    • Simo J.C., Hjelmstad K.D., and Taylor R.L. Numerical simulations of elasto-viscoplastic response of beams accounting for the effect of shear. Comput. Methods Appl. Mech. Engrg. 42 (1984) 301-330
    • (1984) Comput. Methods Appl. Mech. Engrg. , vol.42 , pp. 301-330
    • Simo, J.C.1    Hjelmstad, K.D.2    Taylor, R.L.3
  • 64
    • 10844268823 scopus 로고    scopus 로고
    • Elastoplastic large deflection analysis of three-dimensional steel frames
    • Shugyo M. Elastoplastic large deflection analysis of three-dimensional steel frames. Journal of Structural Engineering 129 (2003) 1259-1267
    • (2003) Journal of Structural Engineering , vol.129 , pp. 1259-1267
    • Shugyo, M.1
  • 65
    • 4944244453 scopus 로고    scopus 로고
    • ESA formulation for large displacement analysis of framed structures with elastic-plasticity
    • Turkalj G., Brnic J., and Prpic-Orsic J. ESA formulation for large displacement analysis of framed structures with elastic-plasticity. Comput. Struct. 82 (2004) 2001-2013
    • (2004) Comput. Struct. , vol.82 , pp. 2001-2013
    • Turkalj, G.1    Brnic, J.2    Prpic-Orsic, J.3
  • 66
    • 33645146007 scopus 로고    scopus 로고
    • Generalized coordinate for warping of naturally curved and twisted beams with general cross-sectional shapes
    • Yu A.M., Yang X.G., and Nie G.H. Generalized coordinate for warping of naturally curved and twisted beams with general cross-sectional shapes. Int. J. Solids Struct. 43 (2006) 2853-2867
    • (2006) Int. J. Solids Struct. , vol.43 , pp. 2853-2867
    • Yu, A.M.1    Yang, X.G.2    Nie, G.H.3
  • 67
    • 25644446232 scopus 로고    scopus 로고
    • Analytical integration of the stress field and tangent material moduli over concrete cross-sections
    • Zupan D., and Saje M. Analytical integration of the stress field and tangent material moduli over concrete cross-sections. Comput. Struct. 83 (2005) 2368-2380
    • (2005) Comput. Struct. , vol.83 , pp. 2368-2380
    • Zupan, D.1    Saje, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.