-
1
-
-
4544275943
-
Modeling and vulnerability of historical city centers in seismic areas: A case study in Lisbon
-
Ramos L., and Lourenço P.B. Modeling and vulnerability of historical city centers in seismic areas: A case study in Lisbon. Eng Struct 26 (2004) 1295-1310
-
(2004)
Eng Struct
, vol.26
, pp. 1295-1310
-
-
Ramos, L.1
Lourenço, P.B.2
-
3
-
-
35448964446
-
-
O.P.C.M. 3274. 20/03/2003. Primi elementi in materia di criteri generali per la classificazione sismica del territorio nazionale e di normative tecniche per le costruzioni in zona sismica [in Italian]
-
-
-
-
4
-
-
35448987828
-
-
O.P.C.M. 3431/05. 09/05/2005. Ulteriori modifiche ed integrazioni all'OPCM 3274/03 [in Italian]
-
-
-
-
5
-
-
0031282029
-
A plane stress softening plasticity model for orthotropic materials
-
Lourenço P.B., de Borst R., and Rots J. A plane stress softening plasticity model for orthotropic materials. Internat J Numer Methods Engrg 40 (1997) 4033-4057
-
(1997)
Internat J Numer Methods Engrg
, vol.40
, pp. 4033-4057
-
-
Lourenço, P.B.1
de Borst, R.2
Rots, J.3
-
6
-
-
0032095835
-
Continuum model for masonry: Parameter estimation and validation
-
Lourenço P.B., Rots J.G., and Blaauwendraad J. Continuum model for masonry: Parameter estimation and validation. J Struct Engrg, ASCE 124 6 (1998) 642-652
-
(1998)
J Struct Engrg, ASCE
, vol.124
, Issue.6
, pp. 642-652
-
-
Lourenço, P.B.1
Rots, J.G.2
Blaauwendraad, J.3
-
7
-
-
0037172818
-
A micro-mechanical model for the homogenisation of masonry
-
Zucchini A., and Lourenço P.B. A micro-mechanical model for the homogenisation of masonry. Internat J Solids Structures 39 (2002) 3233-3255
-
(2002)
Internat J Solids Structures
, vol.39
, pp. 3233-3255
-
-
Zucchini, A.1
Lourenço, P.B.2
-
8
-
-
0001204615
-
Analyse limite et homogeneisation
-
[in French]
-
Suquet P. Analyse limite et homogeneisation. C R Acad Sci - Series IIB 296 (1983) 1355-1358 [in French]
-
(1983)
C R Acad Sci - Series IIB
, vol.296
, pp. 1355-1358
-
-
Suquet, P.1
-
9
-
-
28544449220
-
Homogenised limit analysis of masonry walls. Part II: Structural examples
-
Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls. Part II: Structural examples. Comput Structures 84 (2006) 181-195
-
(2006)
Comput Structures
, vol.84
, pp. 181-195
-
-
Milani, G.1
Lourenço, P.B.2
Tralli, A.3
-
10
-
-
28544433265
-
Homogenised limit analysis of masonry walls. Part I: Failure surfaces
-
Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls. Part I: Failure surfaces. Comput Structures 84 (2006) 166-180
-
(2006)
Comput Structures
, vol.84
, pp. 166-180
-
-
Milani, G.1
Lourenço, P.B.2
Tralli, A.3
-
11
-
-
33748806020
-
A homogenization approach for the limit analysis of out-of-plane loaded masonry walls
-
Milani G., Lourenço P.B., and Tralli A. A homogenization approach for the limit analysis of out-of-plane loaded masonry walls. ASCE J Struct Engrg 132 10 (2006) 1650-1663
-
(2006)
ASCE J Struct Engrg
, vol.132
, Issue.10
, pp. 1650-1663
-
-
Milani, G.1
Lourenço, P.B.2
Tralli, A.3
-
12
-
-
33646178933
-
Lateral load tests on a two-story unreinforced masonry building
-
Yi T., Moon F.L., Leon R.T., and Khan L.F. Lateral load tests on a two-story unreinforced masonry building. ASCE J Struct Engrg 132 5 (2006) 643-652
-
(2006)
ASCE J Struct Engrg
, vol.132
, Issue.5
, pp. 643-652
-
-
Yi, T.1
Moon, F.L.2
Leon, R.T.3
Khan, L.F.4
-
13
-
-
35448991811
-
Safety and conservation of historical centres: The Ortigia case
-
Giuffrè A. (Ed) [chapter 9]
-
De Benedictis R., de Felice G., and Giuffrè A. Safety and conservation of historical centres: The Ortigia case. In: Giuffrè A. (Ed). Seismic retrofit of a building (1991) 189-217 [chapter 9]
-
(1991)
Seismic retrofit of a building
, pp. 189-217
-
-
De Benedictis, R.1
de Felice, G.2
Giuffrè, A.3
-
14
-
-
33646178481
-
Analyses of a two-story unreinforced masonry building
-
Yi T., Moon F.L., Leon R.T., and Khan L.F. Analyses of a two-story unreinforced masonry building. ASCE J Struct Engrg 132 5 (2006) 653-662
-
(2006)
ASCE J Struct Engrg
, vol.132
, Issue.5
, pp. 653-662
-
-
Yi, T.1
Moon, F.L.2
Leon, R.T.3
Khan, L.F.4
-
15
-
-
0029405294
-
Upper bound limit analysis using discontinuous velocity fields
-
Sloan S.W., and Kleeman P.W. Upper bound limit analysis using discontinuous velocity fields. Comput Methods Appl Mech Engrg 127 1-4 (1995) 293-314
-
(1995)
Comput Methods Appl Mech Engrg
, vol.127
, Issue.1-4
, pp. 293-314
-
-
Sloan, S.W.1
Kleeman, P.W.2
-
16
-
-
0002054916
-
Yield-line method by finite elements and linear programming
-
Munro J., and Da Fonseca A.M.A. Yield-line method by finite elements and linear programming. J Struct Engrg ASCE 56B (1978) 37-44
-
(1978)
J Struct Engrg ASCE
, vol.56 B
, pp. 37-44
-
-
Munro, J.1
Da Fonseca, A.M.A.2
-
19
-
-
0024134211
-
A steepest edge active set algorithm for solving sparse linear programming problems
-
Sloan S.W. A steepest edge active set algorithm for solving sparse linear programming problems. Internat J Numer Methods Engrg 12 (1988) 61-67
-
(1988)
Internat J Numer Methods Engrg
, vol.12
, pp. 61-67
-
-
Sloan, S.W.1
-
20
-
-
0035930890
-
Rigid-plastic finite element analysis of steel plates, structural girders and connections
-
Olsen P.C. Rigid-plastic finite element analysis of steel plates, structural girders and connections. Comput Methods Appl Mech Engrg 191 (2001) 761-781
-
(2001)
Comput Methods Appl Mech Engrg
, vol.191
, pp. 761-781
-
-
Olsen, P.C.1
-
21
-
-
35448967155
-
-
Orduna A. Seismic assessment of ancient masonry structures by rigid blocks limit analysis. Ph.D. thesis. Portugal: University of Minho; 2003. Available at: http://www.civil.uminho.pt/masonry
-
-
-
|