-
1
-
-
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 (2001) 929-959
-
(2001)
Finite Elem Anal Des
, vol.37
, pp. 929-959
-
-
Ayoub, A.1
-
2
-
-
4544230314
-
On materially and geometrically non-linear analysis of reinforced concrete planar beams
-
Bratina S., Saje M., and Planinc I. On materially and geometrically non-linear analysis of reinforced concrete planar beams. Int J Solids Struct 41 (2004) 7181-7207
-
(2004)
Int J Solids Struct
, vol.41
, pp. 7181-7207
-
-
Bratina, S.1
Saje, M.2
Planinc, I.3
-
3
-
-
4944226628
-
Non-linear finite element analysis of composite planar frames with interlayer slip
-
Čas B., Saje M., and Planinc I. Non-linear finite element analysis of composite planar frames with interlayer slip. Comput Struct 82 (2004) 1901-1912
-
(2004)
Comput Struct
, vol.82
, pp. 1901-1912
-
-
Čas, B.1
Saje, M.2
Planinc, I.3
-
4
-
-
85009519556
-
-
Čas B. Non-linear analysis of composite beams with interlayer slip. PhD thesis, University of Ljubljana, Faculty of Civil and Geodetic Engineering, 2004 [in Slovenian].
-
-
-
-
5
-
-
10844238176
-
Non-linear analysis of composite steel-concrete beam with incomplete interaction
-
Čas B., Bratina S., Saje M., and Planinc I. Non-linear analysis of composite steel-concrete beam with incomplete interaction. Steel Compos Struct 4 (2004) 489-507
-
(2004)
Steel Compos Struct
, vol.4
, pp. 489-507
-
-
Čas, B.1
Bratina, S.2
Saje, M.3
Planinc, I.4
-
6
-
-
85009518608
-
-
Eurocode 5, Design of timber structures, Part 1-1: General rules and rules for buildings, 1993; ENV 1995-1-1.
-
-
-
-
7
-
-
0037325671
-
On the existence and uniqueness of the generalized solution of Reissner's elastica
-
Flajs R., Saje M., and Zakrajšek E. On the existence and uniqueness of the generalized solution of Reissner's elastica. Math Mech Solids 8 (2003) 3-19
-
(2003)
Math Mech Solids
, vol.8
, pp. 3-19
-
-
Flajs, R.1
Saje, M.2
Zakrajšek, E.3
-
8
-
-
0027574144
-
Composite beam-columns with interlayer slip-exact analysis
-
Girhammar U.A., and Gopu V.K.A. Composite beam-columns with interlayer slip-exact analysis. J Struct Engng ASCE 199 4 (1993) 1265-1282
-
(1993)
J Struct Engng ASCE
, vol.199
, Issue.4
, pp. 1265-1282
-
-
Girhammar, U.A.1
Gopu, V.K.A.2
-
9
-
-
0001164351
-
Layered beam systems with interlayer slip
-
Goodman J.R., and Popov E.P. Layered beam systems with interlayer slip. J Struct Div ASCE 94 11 (1968) 2535-2547
-
(1968)
J Struct Div ASCE
, vol.94
, Issue.11
, pp. 2535-2547
-
-
Goodman, J.R.1
Popov, E.P.2
-
10
-
-
0001921245
-
Test and analysis of composite beams with incomplete interaction
-
Newmark N.M., Siest C.P., and Viest C.P. Test and analysis of composite beams with incomplete interaction. Proc Soc Exp Stress Anal 9 (1951) 75-92
-
(1951)
Proc Soc Exp Stress Anal
, vol.9
, pp. 75-92
-
-
Newmark, N.M.1
Siest, C.P.2
Viest, C.P.3
-
11
-
-
0035499921
-
On the local stability condition in the planar beam finite element
-
Planinc I., Saje M., and Čas B. On the local stability condition in the planar beam finite element. Struct Eng Mech 12 (2001) 507-526
-
(2001)
Struct Eng Mech
, vol.12
, pp. 507-526
-
-
Planinc, I.1
Saje, M.2
Čas, B.3
-
12
-
-
0032754433
-
A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix
-
Planinc I., and Saje M. A quadratically convergent algorithm for the computation of stability points: the application of the determinant of the tangent stiffness matrix. Comput Methods Appl Mech Eng 169 (1999) 89-105
-
(1999)
Comput Methods Appl Mech Eng
, vol.169
, pp. 89-105
-
-
Planinc, I.1
Saje, M.2
-
13
-
-
0002989982
-
Buckling behaviour of layered wood columns
-
Rassam H.Y., and Goodman J.R. Buckling behaviour of layered wood columns. Wood Sci 2 4 (1970) 238-246
-
(1970)
Wood Sci
, vol.2
, Issue.4
, pp. 238-246
-
-
Rassam, H.Y.1
Goodman, J.R.2
-
14
-
-
0002927052
-
Design of layered wood columns with interlayer slip
-
Rassam H.Y., and Goodman J.R. Design of layered wood columns with interlayer slip. Wood Sci 3 3 (1971) 149-155
-
(1971)
Wood Sci
, vol.3
, Issue.3
, pp. 149-155
-
-
Rassam, H.Y.1
Goodman, J.R.2
-
15
-
-
0000314657
-
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 (ZAMP) 23 (1972) 795-804
-
(1972)
J Appl Math Phys (ZAMP)
, vol.23
, pp. 795-804
-
-
Reissner, E.1
-
16
-
-
0031146444
-
A kinematically exact finite element formulation of planar elastic-plastic frames
-
Saje M., Planinc I., Turk G., and Vratanar B. A kinematically exact finite element formulation of planar elastic-plastic frames. Comput Methods Appl Mech Eng 144 1-2 (1997) 125-151
-
(1997)
Comput Methods Appl Mech Eng
, vol.144
, Issue.1-2
, pp. 125-151
-
-
Saje, M.1
Planinc, I.2
Turk, G.3
Vratanar, B.4
-
17
-
-
85009530905
-
-
Schnabl S, Saje M, Turk G, Planinc I. Analytical solution of two-layer beam taking into account interlayer slip and shear deformation, J Struct Engng ASCE, submitted for publication.
-
-
-
-
19
-
-
0032715851
-
A consistent equilibrium in a cross-section of an elastic-plastic beam
-
Vratanar B., and Saje M. A consistent equilibrium in a cross-section of an elastic-plastic beam. Int J Solids Struct 36 (1999) 311-337
-
(1999)
Int J Solids Struct
, vol.36
, pp. 311-337
-
-
Vratanar, B.1
Saje, M.2
-
20
-
-
0028448241
-
Nonlinear analysis of two-layered wood members with interlayer slip
-
Wheat D.L., and Calixto J.M. Nonlinear analysis of two-layered wood members with interlayer slip. J Struct Engng ASCE 120 6 (1994) 1909-1929
-
(1994)
J Struct Engng ASCE
, vol.120
, Issue.6
, pp. 1909-1929
-
-
Wheat, D.L.1
Calixto, J.M.2
-
21
-
-
33646475377
-
-
Butterworth-Heinmann, Oxford
-
Zienkiewicz O.C., and Taylor R.L. The finite element method. fifth ed. The basis vol. 1 (2000), Butterworth-Heinmann, Oxford
-
(2000)
The basis
, vol.1
-
-
Zienkiewicz, O.C.1
Taylor, R.L.2
|