References
- Bacigalupo, A., A. Cavicchi, and L. Gambarotta. 2012. A simplified evaluation of the influence of the bond pattern on the brickwork limit strength. Advanced Materials Research 368:3495–508.
- Brunskill, R. W. 1997. Brick Building in Britain. London. Victor Gollancz in association with Peter Crawley. ISBN 0575065354.
- Cundall, O. D. L., and A. Strack. 1979. Discrete numerical model for granular assemblies. Geotechnique 29:47–65. doi:10.1680/geot.1979.29.1.47.
- De Borst, R., and P. H. Feenstra. 1990. Studies in anisotropic plasticity with reference to the Hill criterion. International Journal for Numerical Methods in Engineering 29:315–36. doi:10.1002/(ISSN)1097-0207.
- Feenstra, P. H. 1993. Computational aspects of biaxial stress in plain and reinforced concrete. Dissertation, Delft University of Technology, Delft, The Netherlands.
- Feenstra, P. H., and R. De Borst. 1995. A plasticity model and algorithm for mode-I cracking in concrete. International Journal for Numerical Methods in Engineering 38:2509–29. doi:10.1002/(ISSN)1097-0207.
- Feenstra, P. H., and R. De Borst. 1996. A composite plasticity model for concrete. International Journal of Solids and Structures 33 (5):707–30. doi:10.1016/0020-7683(95)00060-N.
- Halabian, A. M., L. Mirshahzadeh, and S. H. Hashemolhosseini. 2014. Non-linear behavior of unreinforced masonry walls with different Iranian traditional brick-work settings. Engineering Failure Analysis 44:46–65. doi:10.1016/j.engfailanal.2014.04.018.
- Hart, R. D. 1991. An Introduction to Distinct Element Modeling for Rock Engineering. Proceedings of 7th International Congress on Rock Mechanics, Aachen, Germany.
- Lotfi, H. R., and P. B. Shing. 1994. Interface model applied to fracture of masonry structures. Journal of Structural Engineering 120 (1):63–80. doi:10.1061/(ASCE)0733-9445(1994)120:1(63).
- Lourenco, P. B. 1996. Computational strategies for masonry structures. Ph.D. thesis, Delft University of Technology, Delft, The Netherlands.
- Lourenco, P. B., D. V. Oliveira, P. Roca, and A. Orduna. 2005. Dry joint masonry walls subjected to in-plane combined loading. Journal of Structural Engineering 131 (11):1665–73. doi:10.1061/(ASCE)0733-9445(2005)131:11(1665).
- Lourenco, P. B., and J. G. Rots. 1997. Multisurface interface model for analysis of masonry structures. Journal of Engineering Mechanics 123 (2):660–68. doi:10.1061/(ASCE)0733-9399(1997)123:7(660).
- Lourenco, P. B., J. G. Rots, and J. Blaauwendraad. 1998. Continuum model for masonry: Parameter estimation and validation. Journal of Structural Engineering 124 (6):642–52. doi:10.1061/(ASCE)0733-9445(1998)124:6(642).
- Milani, G., and A. Cecchi. 2013. Compatible model for herringbone bond masonry: Linear elastic homogenization, failure surfaces and structural implementation. International Journal of Solids and Structures 50:3274–96. doi:10.1016/j.ijsolstr.2013.05.032.
- Page, A. W. 1981. The biaxial compressive strength of brick masonry, Proc. Institution of Civil Engineers 2 (71):893–906.
- Page, A. W. 1983. The strength of brick masonry under biaxial compression-tension. International Journal of Masonry Construction 3 (1):26–31.
- Schellekens, J. C. J., and R. De Borst. 1990. The use of the Hoffman yield criterion in finite element analysis of anisotropic composites. Computers & Structures 37 (6):1087–96. doi:10.1016/0045-7949(90)90020-3.
- Seible F. and G. R. Kingsley. (1991). Modeling of concrete and masonry structures subjected to seismic loading. J. Donea and P.M. Jones (Eds.), Experimental and Numerical Methods in Earthquake Engineering, 281–318, Brusseles and Luxembourg: Kluwer Academic Publishers.
- Sharma, V. M., K. R. Saxena, and R. D. Woods. 1999. Distinct element modelling in geomechanics. Rotterdam, The Netherlands: A. A. Balkema.
- Tasnimi, A. A. 2004. Behavior of brick walls recommended by Iranian Standard 2800. Tehran, Iran: Building and Housing Research Center.
- Wright, G. R. H. 2009. Ancient Building Technology, Vol. 3. Leiden, The Netherlands: Construction, Koninklijke Bril NV.