School of Production Engineering and Management

You may browse collections/sub-communities of this community or you may use the search tool below

Collections

Last Submissions

	3526-3540 out of 5816 results
3526	G. A. Foutsitzi1, E. P. Hadjigeorgiou, C. G. Gogos , G. E. Stavroulakis .(2013).Modal shape control of smart composite beams using piezoelectric actuators.Presented at 10th HSTAM International Congress on Mechanics.[online].Available:http://www.researchgate.net/profile/Evangelos_Hadjigeorgiou/publication/260125384_Modal_shape_control_of_smart_composite_beams_using_piezoelectric_actuators/links/0c96052faa78888f28000000.pdf	2015-10-12
3527	I.D. Balea, R. Hulea, G.E. Stavroulakis ,"Implementation of Eurocode load cases in optimization problems of steel frames, based on genetic algorithms,'App. Mech. and Materials.vol. 310,pp. 609-613.2013.doi:10.4028/www.scientific.net/AMM.310.609	2015-10-12
3528	G. E. Stavroulakis, K. Giannis, G. A. Drosopoulos and Maria E. Stavroulaki, "Non-linear computational homogenization experiments" in COMSOL Conference in Rotterdam, 2013.	2015-10-12
3529	M. Marinaki, Y. Marinakis , G. E. Stavroulakis ,"Fuzzy control optimized by a multi-objective differential evolution algorithm for vibration suppression of smart structures," Comp.and Struct., vol. 147, Jan. 2015, pp.126–137doi: 10.1016/j.compstruc.2014.09.018	2015-10-12
3530	G. E. Stavroulakis , H. Antes ,"Transient dynamic analysis in layered structures with unilateral interfaces,"Philos.l trans. of the Royal Soc. of London. A ,vol. 359,no.1789 ,2001.doi:10.1098/rsta.2001.0907	2015-10-12
3531	M.E. Stawoulaki, G.E. Stavroulakis ," Unilateral contact analysis and failure prediction in stone bridges," Adv. in archi. series ,vol.15 ,no. 8 ,pp. 307-315, 2003.	2015-10-12
3532	M. Engelhardt, G.E. Stavroulakis, H. Antes ," Crack identification as an optimization task," PAMM ,vol. 3 ,no.1,pp. 511-512, 2003.doi:10.1002/pamm.200310525	2015-10-12
3533	G. A. Foutsitzi , D. Marinova, G. E. Stavroulakis, E. Hadjigeorgiou,"Vibration control analysis of smart piezoelectric composite plates,"in 2006 2nd Intern. Conf.“From Scientific Comp. to Comp. Engineering ,pp. 1436-1443.	2015-10-12
3534	G. E. Stavroulakis ,G. Foutsitzi ,E. P. Hadjigeorgiou,D. G. Marinova ,Emmanuel C. Zacharenakis ,Charalampos C. Baniotopoulos," Numerical experiments on smart beams and plates,"In 20o6 Europ. Conf. on Smart Systems, Volume: Topics on Math. for Smart Syst., World Scien. ,pp. 218-236.doi:10.1142/9789812706874_0016	2015-10-12
3535	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
3536	P. D. Panagiotopoulos, G.E Sravroulakis ,"A hemivariational inequality approach to the delamination effect in theory of layered plates," Arch. of Mech.,vol. 39 ,no. 5, pp. 497-512.1987.	2015-10-12
3537	G. E. Stavroulakis, D. Goeleven, P. D. Panagiotopoulos ," Stability of elastic bodies with nonmonotone multivalued boundary conditions of the quasidifferential type," J. of elasticity ,vol. 41 ,no. 2 ,pp. 137-149.1995.doi:10.1007/BF00042511	2015-10-12
3538	G. Foutsitzia, G.E. Stavroulakis, " A variational inequality approach to thermoviscoelasticity with monotone unilateral boundaries of kinematical and thermal type ," Non. Analysis: Theory, Meth. and Appl.,vol. 57 ,no. 5, pp. 743-771.Jun. 2004.doi: 10.1016/j.na.2004.03.015	2015-10-12
3539	K.G. Balassas, V.K. Kalpakides, G.E. Stavroulakis,"The use of material forces to improve the finite element solution in elasticity ," J. of the Mech. Behavior of Mat. vol. 16, no. 4-5, pp. 269–278,Apri.2011.doi: http://dx.doi.org/10.1515/JMBM.2005.16.4-5.269	2015-10-12
3540	D.G. Marinova, G.E. Stavroulakis .(2007).Robust control design of a smart building structure. Journal of Theoretical and Applied Mechanics [online].Available :http://ptmts.org.pl/jtam/index.php/jtam/article/viewFile/v45n1p73/406	2015-10-12
Pages: \|...231 \|232 \|233 \|234 \|235 \| 236 \|237 \|238 \|239 \|240 \|241 \|...