[1]
Cowan H. J., A History of Masonry and Concrete Domes in Building Construction, Building and Environment, 12, 1977, 1-24.
DOI: 10.1016/0360-1323(77)90002-6
Google Scholar
[2]
Page A.W., The biaxial compressive strength of brick masonry, Proc. Inst. Civil Engineering, 3, 1981, 893 –906.
DOI: 10.1680/iicep.1981.1825
Google Scholar
[3]
Page A.W., The strength of brick masonry under biaxial tension-compression, Int. J. Masonry Constructions, 3, 1983, 26-31.
Google Scholar
[4]
Suquet P., Analyse limite et homogeneisation, Comptes Rendus de l'Academie des Sciences—Series IIB—Mechanics, 296, 1983, 1355–1358.
Google Scholar
[5]
Suquet P., Elements of homogenization for inelastic solid mechanics. In Homogenization Techniques for Composite Media. Lecture Notes in Physics 272 (Edited by Sanchez-Palencia and A. Zaoui), 193-278. Springer, New York.
DOI: 10.1007/3-540-17616-0
Google Scholar
[6]
de Buhan P., de Felice G., A homogenisation approach to the ultimate strength of brick masonry, Journal of the Mechanics and Physics of Solids, 45, 1997, 1085–1104.
DOI: 10.1016/s0022-5096(97)00002-1
Google Scholar
[7]
Sutcliffe D.J., Yu H.S., Page A.W., Lower bound limit analysis of unreinforced masonry shear walls, Computers and Structures, 79, 2001, 1295–1312.
DOI: 10.1016/s0045-7949(01)00024-4
Google Scholar
[8]
Lourenço P.B., Rots J., A multi-surface interface model for the analysis of masonry structures, Journal of Engineering Mechanics ASCE, 123, 1997, 660–668.
DOI: 10.1061/(asce)0733-9399(1997)123:7(660)
Google Scholar
[9]
Gambarotta L., Lagomarsino S. Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joints and its applications, Earthquake Engineering & Structural Dynamics, 26, 1997, 423-439.
DOI: 10.1002/(sici)1096-9845(199704)26:4<423::aid-eqe650>3.0.co;2-#
Google Scholar
[10]
Kawa M., Pietruszczak S., Shieh-Beygi B., Limit states for brick masonry based on homogenization approach, International Journal of Solids and Structures, 45, 2008, 998–1016.
DOI: 10.1016/j.ijsolstr.2007.09.015
Google Scholar
[11]
Milani G., Lourenço P.B., Tralli A., Homogenised limit analysis of masonry walls, Part I: Failure surfaces, Computers and Structures, 84, 2006, 166–180.
DOI: 10.1016/j.compstruc.2005.09.005
Google Scholar
[12]
Chaimoon K., Attard M.M., Modeling of unreinforced masonry walls under shear and compression, Engineering Structures, 29, 2007, 2056–2068.
DOI: 10.1016/j.engstruct.2006.10.019
Google Scholar
[13]
Hilsdorf HK. Investigation into the failure mechanism of brick masonry under axial compression. In: Johnson FB, editor. Proc. of Designing, eng.ng & constr. with masonry products. Houston: Gulf Publishing; 1969.
Google Scholar
[14]
Dhanasekar M., Page A.W., Kleeman, P.W., The failure of brick masonry under biaxial stresses, Proc. Instn. Civ. Engrs., Part2, 79, 1985, 295-313.
DOI: 10.1680/iicep.1985.992
Google Scholar