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	1-8 from 8 Results - Georgios A. Drosopoulos
1	M.E. Stavroulaki, G.A. Drosopoulos, G.E. Stavroulakis, "Unilateral analysis and damage identification in masonry structures", in 2011 the Thirteenth Intern. Conf. on Civil, Struc. and Envir. Engineering Computing. doi:10.4203/ccp.96.61	2015-10-14
2	G. A. Drosopoulos.M. E. Stavroulaki,K. Giannis,L. Plymakis,G. E. Stavroulakis,P. Wriggers ,"Computational homogenization in masonry structures,"in 2014 Twelfth Inter.l Conf. on Comp. Structures Tech. ,doi:10.4203/ccp.106.241	2015-10-14
3	G. A. Drosopoulos, M. E. Stavroulaki, K. Giannis, L. Plymakis, G. E. Stavroulakis , P. Wriggers.(2014,Jul.). Nonlinear homogenization in masonry structures .Presented at 6th European Conference on Computational Fluid Dynamics.[online].Available:http://www.wccm-eccm-ecfd2014.org/admin/files/filePaper/p3158.pdf	2015-10-13
4	B.Conde, G. A. Drosopoulos, B. Riveiro, M. E. Stavroulaki ,Georgios E. (2015,Jul.),Stavroulakis3Influence of stones size on the collapse of masonry bridges.Presented at 8th GRACM International Congress on Computational Mechanics [online]. Available:http://8gracm.mie.uth.gr/Papers/Session%20D1-C1/G.%20Stavroulakis.pdf	2015-10-13
5	N. T. Kaminakis , G. A. Drosopoulos, G. E. Stavroulakis ," Design and verification of auxetic microstructures using topology optimization and homogenization," Arch. of Applied Mech. ,vol. 85, no. 9, pp. 1289-1306,Sept. 2015.doi:10.1007/s00419-014-0970-7	2015-10-13
6	G. A. Drosopoulos , P. Wriggers , G. E. Stavroulakis ," A multi-scale computational method including contact for the analysis of damage in composite materials," Comput.l Mat. Science ,vol. 95, pp. 522–535, Dec.2014. doi:10.1016/j.commatsci.2014.08.004	2015-10-12
7	A. Kalogeropoulos , G. A. Drosopoulos , G. E. Stavroulakis ,"Thermal–stress analysis of a three-dimensional end-plate steel joint," Constr. and Build. Materials ,vol.29, pp.619-626,2012. doi: 10.1016/j.conbuildmat.2011.11.012	2015-10-12
8	M Bettia, G. A. Drosopoulosb, G. E. Stavroulakis, "Two non-linear finite element models developed for the assessment of failure of masonry arches ," Comptes Ren. Méc.,vol. 336, no.1–2, pp. 42–53,2008. doi: 10.1016/j.crme.2007.10.014	2015-10-11