-
1
-
-
0001921245
-
Tests and analysis of composite beams with incomplete interaction
-
Newmark N.M., Siess C.P., and Viest I.M. Tests and analysis of composite beams with incomplete interaction. Proc. Soc. Exp. Stress Anal. 9 1 (1951) 75-92
-
(1951)
Proc. Soc. Exp. Stress Anal.
, vol.9
, Issue.1
, pp. 75-92
-
-
Newmark, N.M.1
Siess, C.P.2
Viest, I.M.3
-
2
-
-
0036573676
-
Steel and concrete composite beams with deformable shear connection: "exact" analytical expression of the stiffness matrix and applications
-
Faella C., Martinelli E., and Nigro E. Steel and concrete composite beams with deformable shear connection: "exact" analytical expression of the stiffness matrix and applications. Comput. Struct. 80 (2002) 1001-1009
-
(2002)
Comput. Struct.
, vol.80
, pp. 1001-1009
-
-
Faella, C.1
Martinelli, E.2
Nigro, E.3
-
3
-
-
4544270831
-
A direct stiffness analysis of a composite beam with partial interaction
-
Ranzi G., Bradford M.A., and Uy B. A direct stiffness analysis of a composite beam with partial interaction. Int. J. Numer. Methods Eng. 61 (2004) 657-672
-
(2004)
Int. J. Numer. Methods Eng.
, vol.61
, pp. 657-672
-
-
Ranzi, G.1
Bradford, M.A.2
Uy, B.3
-
4
-
-
0032186772
-
Deflection of steel-concrete composite beams with partial interaction
-
Wang Y.C. Deflection of steel-concrete composite beams with partial interaction. J. Struct. Eng. 124 10 (1999) 1159-1165
-
(1999)
J. Struct. Eng.
, vol.124
, Issue.10
, pp. 1159-1165
-
-
Wang, Y.C.1
-
5
-
-
0031078633
-
An analytical model for the analysis of composite beams with partial interaction
-
Oven V.A., Burgess I.W., Plank R.J., and Abdul Wali A.A. An analytical model for the analysis of composite beams with partial interaction. Comput. Struct. 62 3 (1997) 493-504
-
(1997)
Comput. Struct.
, vol.62
, Issue.3
, pp. 493-504
-
-
Oven, V.A.1
Burgess, I.W.2
Plank, R.J.3
Abdul Wali, A.A.4
-
6
-
-
0036859622
-
Non-linear analysis of composite beams by a displacement approach
-
Dall'Asta A., and Zona A. Non-linear analysis of composite beams by a displacement approach. Comput. Struct. 80 (2002) 2217-2228
-
(2002)
Comput. Struct.
, vol.80
, pp. 2217-2228
-
-
Dall'Asta, A.1
Zona, A.2
-
7
-
-
3142611432
-
Slip locking in finite elements for composite beams with deformable shear connection
-
Dall'Asta A., and Zona A. Slip locking in finite elements for composite beams with deformable shear connection. Finite Elem. Anal. Des. 40 (2004) 1907-1930
-
(2004)
Finite Elem. Anal. Des.
, vol.40
, pp. 1907-1930
-
-
Dall'Asta, A.1
Zona, A.2
-
8
-
-
0242720827
-
Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection
-
Dall'Asta A., and Zona A. Three-field mixed formulation for the non-linear analysis of composite beams with deformable shear connection. Finite Elem. Anal. Des. 40 (2004) 425-448
-
(2004)
Finite Elem. Anal. Des.
, vol.40
, pp. 425-448
-
-
Dall'Asta, A.1
Zona, A.2
-
9
-
-
4944246845
-
Comparison and validation of displacement and mixed elements for the non-linear analysis of composite beams
-
Dall'Asta A., and Zona A. Comparison and validation of displacement and mixed elements for the non-linear analysis of composite beams. Comput. Struct. 82 (2004) 2117-2130
-
(2004)
Comput. Struct.
, vol.82
, pp. 2117-2130
-
-
Dall'Asta, A.1
Zona, A.2
-
10
-
-
0032188507
-
Nonlinear analysis of composite beams with deformable shear connectors
-
Salari M.R., Spacone E., Shing P.B., and Frangopol D.M. Nonlinear analysis of composite beams with deformable shear connectors. J. Struct. Eng. 124 10 (1998) 1148-1158
-
(1998)
J. Struct. Eng.
, vol.124
, Issue.10
, pp. 1148-1158
-
-
Salari, M.R.1
Spacone, E.2
Shing, P.B.3
Frangopol, D.M.4
-
11
-
-
0034155936
-
Mixed formulation of nonlinear steel-concrete composite beam element
-
Ayoub A., and Filippou F.C. Mixed formulation of nonlinear steel-concrete composite beam element. J. Struct. Eng. 126 3 (2002) 371-381
-
(2002)
J. Struct. Eng.
, vol.126
, Issue.3
, pp. 371-381
-
-
Ayoub, A.1
Filippou, F.C.2
-
12
-
-
0035400942
-
Finite element formulations of one-dimensional elements with bond-slip
-
Salari M.R., and Spacone E. Finite element formulations of one-dimensional elements with bond-slip. Eng. Struct. 23 (2001) 815-826
-
(2001)
Eng. Struct.
, vol.23
, pp. 815-826
-
-
Salari, M.R.1
Spacone, E.2
-
13
-
-
0035479295
-
A two-field mixed variational principle for partially connected composite beams
-
Ayoub A. A two-field mixed variational principle for partially connected composite beams. Finite Elem. Anal. Des. 37 (2002) 929-959
-
(2002)
Finite Elem. Anal. Des.
, vol.37
, pp. 929-959
-
-
Ayoub, A.1
-
14
-
-
0036194678
-
Analysis of creep behaviour using interface elements
-
Karabatakis D.A., and Hatzigogos T.N. Analysis of creep behaviour using interface elements. Comput. Geotechnics 29 (2002) 257-277
-
(2002)
Comput. Geotechnics
, vol.29
, pp. 257-277
-
-
Karabatakis, D.A.1
Hatzigogos, T.N.2
-
16
-
-
0018030068
-
Finite element analysis of contact problems
-
Herrmann L.R. Finite element analysis of contact problems. J. Eng. Mech. (ASCE) 104 (1978) 1043-1059
-
(1978)
J. Eng. Mech. (ASCE)
, vol.104
, pp. 1043-1059
-
-
Herrmann, L.R.1
-
17
-
-
0033349213
-
Analytical modeling of nonlinear behavior of composite beams with deformable connection
-
Gattesco N. Analytical modeling of nonlinear behavior of composite beams with deformable connection. J. Construct. Steel Res. 52 (1999) 195-218
-
(1999)
J. Construct. Steel Res.
, vol.52
, pp. 195-218
-
-
Gattesco, N.1
-
18
-
-
33751436055
-
General method of analysis for composite beams with longitudinal and transverse partial interaction
-
Ranzi G., Gara F., and Ansourian P. General method of analysis for composite beams with longitudinal and transverse partial interaction. Comput. Struct. 84 (2006) 2373-2384
-
(2006)
Comput. Struct.
, vol.84
, pp. 2373-2384
-
-
Ranzi, G.1
Gara, F.2
Ansourian, P.3
-
19
-
-
32444449189
-
Displacement-based formulations for composite beams with longitudinal slip and vertical uplift
-
Gara F., Ranzi G., and Leoni G. Displacement-based formulations for composite beams with longitudinal slip and vertical uplift. Int. J. Numer. Methods Eng. 65 8 (2006) 1197-1220
-
(2006)
Int. J. Numer. Methods Eng.
, vol.65
, Issue.8
, pp. 1197-1220
-
-
Gara, F.1
Ranzi, G.2
Leoni, G.3
-
20
-
-
34548209421
-
-
R.E. Goodman, R.L. Taylor, T.L. Brekke, A model for the mechanics of jointed rock, J. Soil Mech. Found. Div. (1968) 637-659.
-
-
-
-
22
-
-
0037411068
-
Simple zero thickness kinematically consistent interface elements
-
Coutinho A.L.G.A., Martins M.A.D., Sydenstricker R.M., Alves J.L.D., and Landau L. Simple zero thickness kinematically consistent interface elements. Comput. Geotechnics 30 (2003) 347-374
-
(2003)
Comput. Geotechnics
, vol.30
, pp. 347-374
-
-
Coutinho, A.L.G.A.1
Martins, M.A.D.2
Sydenstricker, R.M.3
Alves, J.L.D.4
Landau, L.5
-
23
-
-
0028977230
-
Insight into deficiencies associated with commonly used zero-thickness interface elements
-
Kaliakin V.N., and Li J. Insight into deficiencies associated with commonly used zero-thickness interface elements. Comput. Geotechnics 17 (1995) 225-252
-
(1995)
Comput. Geotechnics
, vol.17
, pp. 225-252
-
-
Kaliakin, V.N.1
Li, J.2
-
24
-
-
0031409012
-
Assessment of three interface elements and modification of the interface element in CRISP90
-
Ng P.C.F., Pyrah I.C., and Anderson W.F. Assessment of three interface elements and modification of the interface element in CRISP90. Comput. Geotechnics 21 4 (1997) 315-339
-
(1997)
Comput. Geotechnics
, vol.21
, Issue.4
, pp. 315-339
-
-
Ng, P.C.F.1
Pyrah, I.C.2
Anderson, W.F.3
-
27
-
-
0035368336
-
Nonlinear analysis of mixed steel-concrete frames. I: Element formulation
-
El-Tawil S., and Deierlein G.G. Nonlinear analysis of mixed steel-concrete frames. I: Element formulation. J. Struct. Eng. 127 6 (2001) 647-655
-
(2001)
J. Struct. Eng.
, vol.127
, Issue.6
, pp. 647-655
-
-
El-Tawil, S.1
Deierlein, G.G.2
-
28
-
-
25644446232
-
Analytical integration of stress field and tangent material moduli over concrete cross-sections
-
Zupan D., and Saje M. Analytical integration of 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
-
29
-
-
0346724622
-
A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending
-
Bonet J.L., Romero M.L., Miguel P.F., and Fernandez M.A. A fast stress integration algorithm for reinforced concrete sections with axial loads and biaxial bending. Comput. Struct. 82 (2004) 213-225
-
(2004)
Comput. Struct.
, vol.82
, pp. 213-225
-
-
Bonet, J.L.1
Romero, M.L.2
Miguel, P.F.3
Fernandez, M.A.4
-
30
-
-
27744607322
-
Numerical analysis of composite steel-concrete columns of arbitrary cross-section
-
Sousa Jr. J.B.M., and Caldas R.B. Numerical analysis of composite steel-concrete columns of arbitrary cross-section. J. Struct. Eng. 131 11 (2005) 1721-1730
-
(2005)
J. Struct. Eng.
, vol.131
, Issue.11
, pp. 1721-1730
-
-
Sousa Jr., J.B.M.1
Caldas, R.B.2
-
31
-
-
33947601208
-
Analytical integration of cross-section properties for numerical analysis of reinforced concrete, steel and composite frames
-
Sousa Jr. J.B.M., and Muniz C.F.D.G. Analytical integration of cross-section properties for numerical analysis of reinforced concrete, steel and composite frames. Eng. Struct. 29 (2007) 618-625
-
(2007)
Eng. Struct.
, vol.29
, pp. 618-625
-
-
Sousa Jr., J.B.M.1
Muniz, C.F.D.G.2
-
32
-
-
33645972615
-
Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study
-
Ranzi G., Gara F., Leoni G., and Bradford M.A. Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study. Comput. Struct. 84 (2006) 930-941
-
(2006)
Comput. Struct.
, vol.84
, pp. 930-941
-
-
Ranzi, G.1
Gara, F.2
Leoni, G.3
Bradford, M.A.4
-
33
-
-
34548262880
-
-
CEB-FIP Model Code 1990, Final Draft, CEB Bulletin d'Information n. 203, Comité Euro-International du Beton, Lausanne, July 1991.
-
-
-
-
34
-
-
0015049044
-
-
J.G. Ollgaard, R.G. Slutter, J.W. Fischer, Shear strength of stud connectors in lightweight and normal weight concrete, AISC Eng. J. (1971) 55-64.
-
-
-
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