-
1
-
-
0015476157
-
Finite element limit analysis using linear programming
-
Anderheggen, E., and Knopfel, H., (1972). "Finite element limit analysis using linear programming." Int. J. Solids Struct., 8, 1413-1431.
-
(1972)
Int. J. Solids Struct.
, vol.8
, pp. 1413-1431
-
-
Anderheggen, E.1
Knopfel, H.2
-
2
-
-
0000789951
-
Plane stress limit analysis by finite elements
-
Belytschko, T., and Hodge, P. G. (1970). "Plane stress limit analysis by finite elements." J. Engrg. Mech. Div., 96(6), 931-944.
-
(1970)
J. Engrg. Mech. Div.
, vol.96
, Issue.6
, pp. 931-944
-
-
Belytschko, T.1
Hodge, P.G.2
-
3
-
-
33748767043
-
Code of practice for use of masonry. Structural use of unreinforced masonry
-
London
-
British Standard Institution. (2002). "Code of practice for use of masonry. Structural use of unreinforced masonry." BS 5628-1:1992, London.
-
(2002)
BS 5628-1:1992
-
-
-
4
-
-
0018019595
-
An iterative procedure for collapse analysis of reinforced concrete plates
-
Cannarozzi, A. A., Capurso, M., and Laudiero F. (1978). "An iterative procedure for collapse analysis of reinforced concrete plates." Comput. Methods Appl. Mech. Eng., 16, 47-68.
-
(1978)
Comput. Methods Appl. Mech. Eng.
, vol.16
, pp. 47-68
-
-
Cannarozzi, A.A.1
Capurso, M.2
Laudiero, F.3
-
5
-
-
0020274650
-
On the limit analysis of steel structures in presence of shear
-
Cannarozzi, A. A., Sacchi, P. L., and Tralli, A. (1982). "On the limit analysis of steel structures in presence of shear." J. Mecanique Theorique Appliquee, 1(3), 379-401.
-
(1982)
J. Mecanique Theorique Appliquee
, vol.1
, Issue.3
, pp. 379-401
-
-
Cannarozzi, A.A.1
Sacchi, P.L.2
Tralli, A.3
-
6
-
-
33748769448
-
The behaviour of laterally loaded masonry panels with openings
-
London
-
Chong, V. L., Southcombe, C., and May, I. M. (1994). "The behaviour of laterally loaded masonry panels with openings." Proc., 3rd Int. Masonry Conf., Proc. British Masonry Society, London, 178-182.
-
(1994)
Proc., 3rd Int. Masonry Conf., Proc. British Masonry Society
, pp. 178-182
-
-
Chong, V.L.1
Southcombe, C.2
May, I.M.3
-
7
-
-
33748782177
-
Design of masonry structures. Common rules for reinforced and unreinforced masonry structures
-
Brussels, Belgium
-
European Committee for Standardization (CEN) (2004), "Design of masonry structures. Common rules for reinforced and unreinforced masonry structures." EN 1996-1-1:2002, Eurocode 6, Brussels, Belgium.
-
(2004)
EN 1996-1-1:2002, Eurocode 6
-
-
-
8
-
-
0342664846
-
A component failure criterion for blockwork in flexure
-
S. C. Anand, ed., New Orleans
-
Gazzola, E. A., and Drysdale, R. G. (1986). "A component failure criterion for blockwork in flexure." Proc., Structures '86 ASCE, S. C. Anand, ed., New Orleans, 134-153.
-
(1986)
Proc., Structures '86 ASCE
, pp. 134-153
-
-
Gazzola, E.A.1
Drysdale, R.G.2
-
9
-
-
0022300682
-
Bending of concrete masonry walls at different angles to the bed joints
-
Arlington, Tex., Paper 27
-
Gazzola, E. A., Drysdale, R. G., and Essawy, A. S. (1985). "Bending of concrete masonry walls at different angles to the bed joints." Proc., 3rd North. American Mas. Conf., Arlington, Tex., Paper 27.
-
(1985)
Proc., 3rd North. American Mas. Conf.
-
-
Gazzola, E.A.1
Drysdale, R.G.2
Essawy, A.S.3
-
10
-
-
0040254752
-
Analysis of elastic plates in flexure by a simplified finite element method
-
Hellan, K. (1967). "Analysis of elastic plates in flexure by a simplified finite element method." Acta Polytech. Scand. 46, 1-28.
-
(1967)
Acta Polytech. Scand.
, vol.46
, pp. 1-28
-
-
Hellan, K.1
-
11
-
-
0003734307
-
Finite element bending analysis for plates
-
Herrmann, L. R. (1967). "Finite element bending analysis for plates." J. Engrg. Mech. Div., 93, 13-26.
-
(1967)
J. Engrg. Mech. Div.
, vol.93
, pp. 13-26
-
-
Herrmann, L.R.1
-
13
-
-
0036857287
-
Lower bound limit analysis of slabs with nonlinear yield criteria
-
Krabbenhoft, K., and Damkilde, L. (2002). "Lower bound limit analysis of slabs with nonlinear yield criteria." Comput. Struct., 80, 2043-2057.
-
(2002)
Comput. Struct.
, vol.80
, pp. 2043-2057
-
-
Krabbenhoft, K.1
Damkilde, L.2
-
14
-
-
0037435658
-
A general nonlinear optimization algorithm for lower bound limit analysis
-
Krabbenhoft, K., and Damkilde, L. (2003). "A general nonlinear optimization algorithm for lower bound limit analysis." Int. J. Numer. Methods Eng., 56, 165-184.
-
(2003)
Int. J. Numer. Methods Eng.
, vol.56
, pp. 165-184
-
-
Krabbenhoft, K.1
Damkilde, L.2
-
15
-
-
0028452730
-
Limit analysis and optimal design of plates with equilibrium elements
-
Krenk, S., Damkilde, L., and Hyer, O. (1994). "Limit analysis and optimal design of plates with equilibrium elements." J. Eng. Mech., 120(6), 1237-1254.
-
(1994)
J. Eng. Mech.
, vol.120
, Issue.6
, pp. 1237-1254
-
-
Krenk, S.1
Damkilde, L.2
Hyer, O.3
-
16
-
-
0006921922
-
An anisotropic macro-model for masonry plates and shells: Implementation and validation
-
Univ. of Delft, Delft, Holland and Univ. of Minho, Guimarães, Portugal
-
Lourenço, P. B. (1997). "An anisotropic macro-model for masonry plates and shells: Implementation and validation." Rep. No. 03.21.1.3.07, Univ. of Delft, Delft, Holland and Univ. of Minho, Guimarães, Portugal, www.civil.uminho.pt/masonry.
-
(1997)
Rep. No. 03.21.1.3.07
-
-
Lourenço, P.B.1
-
17
-
-
0034274185
-
Anisotropic softening model for masonry plates and shells
-
Lourenço, P. B. (2000). "Anisotropic softening model for masonry plates and shells." J. Struct. Eng., 126(9), 1008-1016.
-
(2000)
J. Struct. Eng.
, vol.126
, Issue.9
, pp. 1008-1016
-
-
Lourenço, P.B.1
-
18
-
-
0017546313
-
Mathematical programming methods for deformation analysis at plastic collapse
-
Maier, G. (1977). "Mathematical programming methods for deformation analysis at plastic collapse." Comput. Struct., 7, 599-612.
-
(1977)
Comput. Struct.
, vol.7
, pp. 599-612
-
-
Maier, G.1
-
19
-
-
28544433265
-
Homogenised limit analysis of masonry walls. Part I: Failure surfaces
-
Milani, G., Lourenço, P. B., and Tralli, A. (2005). "Homogenised limit analysis of masonry walls. Part I: Failure surfaces." Comput. Struct., 84(3-4), 166-180.
-
(2005)
Comput. Struct.
, vol.84
, Issue.3-4
, pp. 166-180
-
-
Milani, G.1
Lourenço, P.B.2
Tralli, A.3
-
20
-
-
0002054916
-
Yield-line method by finite elements and linear programming
-
Munro, J., and Da Fonseca, A. M. A. (1978). "Yield-line method by finite elements and linear programming." Struct. Eng., 56B, 37-44.
-
(1978)
Struct. Eng.
, vol.56 B
, pp. 37-44
-
-
Munro, J.1
Da Fonseca, A.M.A.2
-
21
-
-
0018106519
-
A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength
-
Sinha, B. P. (1978). "A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength." Struct. Eng., 56B(4), 81-84.
-
(1978)
Struct. Eng.
, vol.56 B
, Issue.4
, pp. 81-84
-
-
Sinha, B.P.1
-
22
-
-
0023842382
-
Lower bound limit analysis using finite elements and linear programming
-
Sloan, S. W. (1988). "Lower bound limit analysis using finite elements and linear programming." Int. J. Numer. Analyt. Meth. Geomech., 12, 61-67.
-
(1988)
Int. J. Numer. Analyt. Meth. Geomech.
, vol.12
, pp. 61-67
-
-
Sloan, S.W.1
-
23
-
-
33748762146
-
"The behaviour of brickwork panels with openings under lateral load
-
London
-
Southcombe, C., May, I. M., and Chong, V. L. (1995). "The behaviour of brickwork panels with openings under lateral load." Proc., 4th Int. Masonry Conf. Proc., British Masonry Society, Vol. 1, London, 105-110.
-
(1995)
Proc., 4th Int. Masonry Conf. Proc., British Masonry Society
, vol.1
, pp. 105-110
-
-
Southcombe, C.1
May, I.M.2
Chong, V.L.3
-
24
-
-
0027079558
-
Strengthening building of stone masonry to resist earthquakes
-
Spence, R., and Coburn, A. (1992). "Strengthening building of stone masonry to resist earthquakes." Meccanica, 27, 213-221.
-
(1992)
Meccanica
, vol.27
, pp. 213-221
-
-
Spence, R.1
Coburn, A.2
-
25
-
-
0001204615
-
Analyse limite et homogeneisation
-
Suquet, P. (1983). "Analyse limite et homogeneisation." C. R. Seances Acad. Sci., Ser. 2, 296, 1355-1358.
-
(1983)
C. R. Seances Acad. Sci., Ser. 2
, vol.296
, pp. 1355-1358
-
-
Suquet, P.1
|