D. Addessi and E. Sacco, A kinematic enriched plane state formulation for the analysis of masonry panels, European Journal of Mechanics - A/Solids, vol.44, 2014.
DOI : 10.1016/j.euromechsol.2013.10.013

D. Addessi, E. Sacco, and A. Paolone, Cosserat model for periodic masonry deduced by nonlinear homogenization, European Journal of Mechanics - A/Solids, vol.29, issue.4, pp.724-737, 2010.
DOI : 10.1016/j.euromechsol.2010.03.001

G. Alpa and I. Monetto, Microstructural model for dry block masonry walls with in-plane loading, Journal of the Mechanics and Physics of Solids, vol.42, issue.7, pp.1159-1175, 1994.
DOI : 10.1016/0022-5096(94)90065-5

A. Anthoine, Derivation of the in-plane elastic characteristics of masonry through homogenization theory, International Journal of Solids and Structures, vol.32, issue.2, pp.137-163, 1995.
DOI : 10.1016/0020-7683(94)00140-R

A. Anthoine, Homogenization of periodic masonry: Plane stress, Generalized plane strain or 3D modelling? Communications in Numerical Methods in Engineering, 5<319::AID-CNM55>3.0.CO, pp.319-3261099, 1997.

A. Bensoussan, J. Lions, and G. Papanicolaou, Asymptotic analysis for periodic structures, 1978.

A. Brencich, C. Corradi, and L. Gambarotta, Eccentrically loaded brickwork: Theoretical and experimental results, Engineering Structures, vol.30, issue.12, 2008.
DOI : 10.1016/j.engstruct.2008.05.010

A. Cecchi and K. Sab, A multi-parameter homogenization study for modeling elastic masonry, European Journal of Mechanics - A/Solids, vol.21, issue.2, pp.249-268, 2002.
DOI : 10.1016/S0997-7538(01)01195-0

J. Dallot and K. Sab, Limit analysis of multi-layered plates. Part I: The homogenized Love???Kirchhoff model, Journal of the Mechanics and Physics of Solids, vol.56, issue.2, pp.561-580, 2008.
DOI : 10.1016/j.jmps.2007.05.005

J. Dallot and K. Sab, Limit analysis of multi-layered plates. Part II: Shear effects, Journal of the Mechanics and Physics of Solids, vol.56, issue.2, pp.581-612, 2008.
DOI : 10.1016/j.jmps.2007.05.006

P. De-buhan and G. De-felice, A homogenization approach to the ultimate strength of brick masonry, Journal of the Mechanics and Physics of Solids, vol.45, issue.7, pp.1085-1104, 1997.
DOI : 10.1016/S0022-5096(97)00002-1
URL : https://hal.archives-ouvertes.fr/hal-00111570

G. De-felice, A. Amorosi, and M. Malena, Elasto-plastic analysis of block structures through a homogenization method, International Journal for Numerical and Analytical Methods in Geomechanics, vol.128, issue.Serie II, pp.221-247, 2009.
DOI : 10.1002/nag.697

J. Heyman, The stone skeleton, International Journal of Solids and Structures, vol.2, issue.2, pp.249-279, 1966.
DOI : 10.1016/0020-7683(66)90018-7

S. K. Kourkoulis and E. Ganniari-papageorgiou, Experimental study of the size- and shape-effects of natural building stones, Construction and Building Materials, vol.24, issue.5, 2010.
DOI : 10.1016/j.conbuildmat.2009.10.027

R. K. Livesley, Limit analysis of structures formed from rigid blocks, International Journal for Numerical Methods in Engineering, vol.17, issue.12, pp.1853-1871, 1978.
DOI : 10.1002/nme.1620121207

H. R. Lotfi and P. B. Shing, An appraisal of smeared crack models for masonry shear wall analysis, Computers & Structures, vol.41, issue.3, pp.413-425, 1991.
DOI : 10.1016/0045-7949(91)90134-8

P. B. Lourenço, Computational strategies for masonry structures, 1996.

P. B. Lourenço, G. Milani, A. Tralli, and A. Zucchini, Analysis of masonry structures: review of and recent trends in homogenization techniquesThis article is one of a selection of papers published in this Special Issue on Masonry., Canadian Journal of Civil Engineering, vol.34, issue.11, pp.1443-1457, 2007.
DOI : 10.1139/L07-097

R. Masiani and P. Trovalusci, Cosserat and Cauchy materials as continuum models of brick masonry, Meccanica, vol.28, issue.4, pp.421-432, 1996.
DOI : 10.1007/BF00429930

T. J. Massart, R. H. Peerlings, and M. G. Geers, An enhanced multi-scale approach for masonry wall computations with localization of damage, International Journal for Numerical Methods in Engineering, vol.333, issue.5, pp.1022-1059, 2007.
DOI : 10.1002/nme.1799

T. Massart, R. Peerlings, M. Geers, and S. Gottcheiner, Mesoscopic modeling of failure in brick masonry accounting for three-dimensional effects, Engineering Fracture Mechanics, vol.72, issue.8, pp.1238-1253, 2005.
DOI : 10.1016/j.engfracmech.2004.09.007

G. Milani, P. B. Lourenço, and A. Tralli, Homogenised limit analysis of masonry walls, Part I: Failure surfaces, Computers & Structures, vol.84, issue.3-4, 2006.
DOI : 10.1016/j.compstruc.2005.09.005

G. Milani, P. B. Lourenço, and A. Tralli, Homogenised limit analysis of masonry walls, Part II: Structural examples, Computers & Structures, vol.84, issue.3-4, pp.181-195, 2006.
DOI : 10.1016/j.compstruc.2005.09.004

M. Mistler, A. Anthoine, and C. Butenweg, In-plane and out-of-plane homogenisation of masonry, Computers & Structures, vol.85, issue.17-18, pp.17-18, 2007.
DOI : 10.1016/j.compstruc.2006.08.087

N. Ottosen, A failure criterion for concrete, Journal of the Engineering Mechanics Division ASCE, vol.103, pp.527-535, 1977.

A. W. Page, Finite element model for masonry, Journal of the Structural Division ASCE, vol.104, pp.1267-1285, 1978.

A. W. Page, THE BIAXIAL COMPRESSIVE STRENGTH OF BRICK MASONRY., Proceedings of the Institution of Civil Engineers, vol.71, issue.3, 1981.
DOI : 10.1680/iicep.1981.1825

A. W. Page, The strength of brick masonry under biaxial tension-compression, International Journal of Masonry Construction, vol.3, pp.26-31, 1983.

G. N. Pande, J. X. Liang, and J. Middleton, Equivalent elastic moduli for brick masonry, Computers and Geotechnics, vol.8, issue.3, pp.243-265, 1989.
DOI : 10.1016/0266-352X(89)90045-1

A. Pau and P. Trovalusci, Block masonry as equivalent micropolar continua: the role of relative rotations, Acta Mechanica, vol.28, issue.14, pp.1455-1471, 2012.
DOI : 10.1007/s00707-012-0662-8

S. Pietruszczak and X. Niu, A mathematical description of macroscopic behaviour of brick masonry, International Journal of Solids and Structures, vol.29, issue.5, pp.531-5460020, 1992.
DOI : 10.1016/0020-7683(92)90052-U

A. S. Saada, Elasticity: Theory and Applications, 1974.

K. Sab, Yield design of thin periodic plates by a homogenization technique and an application to masonry walls, Comptes Rendus M??canique, vol.331, issue.9, pp.641-646, 2003.
DOI : 10.1016/S1631-0721(03)00144-X

R. Sahlaoui, K. Sab, and J. Heck, Yield strength of masonry-like structures containing thin adhesive joints: 3D or 2D-interface model for the joints? Comptes Rendus Mécanique, pp.432-438, 2011.

J. Salençon, Calcul à la Rupture et Analyse Limite, 1983.

J. Salençon, Introduction to the yield design theory and its applications to soil mechanics, European Journal of Mechanics, A/Solids, vol.9, pp.477-500, 1990.

G. Salerno and G. De-felice, Continuum modeling of periodic brickwork, International Journal of Solids and Structures, vol.46, issue.5, pp.1251-1267, 2009.
DOI : 10.1016/j.ijsolstr.2008.10.034

I. Stefanou, J. Sulem, and I. Vardoulakis, Three-dimensional Cosserat homogenization of masonry structures: elasticity, Acta Geotechnica, vol.42, issue.7???9, pp.71-83, 2008.
DOI : 10.1007/s11440-007-0051-y
URL : https://hal.archives-ouvertes.fr/hal-00688317

I. Stefanou, J. Sulem, and I. Vardoulakis, Homogenization of interlocking masonry structures using a generalized differential expansion technique, International Journal of Solids and Structures, vol.47, issue.11-12, pp.11-12, 2010.
DOI : 10.1016/j.ijsolstr.2010.02.011
URL : https://hal.archives-ouvertes.fr/hal-00540000

J. Sulem and H. Muhlhaus, A continuum model for periodic two-dimensional block structures, MECHANICS OF COHESIVE-FRICTIONAL MATERIALS, vol.22, pp.31-4610, 1997.

P. Suquet, Limit Analysis and Homogenisation, Comptes Rendus Mécanique, vol.296, issue.5, pp.1355-1358, 1983.

C. A. Syrmakezis and P. G. Asteris, Masonry Failure Criterion under Biaxial Stress State, Journal of Materials in Civil Engineering, vol.13, issue.1, pp.58-64, 2001.
DOI : 10.1061/(ASCE)0899-1561(2001)13:1(58)

P. Trovalusci and A. Pau, Derivation of microstructured continua from lattice systems via principle of virtual works: the case of masonry-like materials as micropolar, second gradient and classical continua, Acta Mechanica, vol.9, issue.5, pp.10-1007, 2013.
DOI : 10.1007/s00707-013-0936-9

A. Zucchini and P. B. Lourenço, A micro-mechanical model for the homogenisation of masonry, International Journal of Solids and Structures, vol.39, issue.12, pp.3233-3255, 2002.
DOI : 10.1016/S0020-7683(02)00230-5

A. Zucchini and P. B. Lourenço, A coupled homogenisation???damage model for masonry cracking, Computers & Structures, vol.82, issue.11-12, pp.11-12, 2004.
DOI : 10.1016/j.compstruc.2004.02.020

A. Zucchini and P. B. Lourenço, Mechanics of masonry in compression: Results from a homogenisation approach, Computers & Structures, vol.85, issue.3-4, pp.3-4, 2007.
DOI : 10.1016/j.compstruc.2006.08.054