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THESE DE DOCTORAT DE L'UNIVERSITE PARIS VI - LISMMA

THESE DE DOCTORAT DE L'UNIVERSITE PARIS VI - LISMMA

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BIBLIOGRAPHIE[Lee H. H. et al., 1994] Lee H. H. & Tsai C. S., Analytical model for viscoelasticdampers for seismic mitigation of structures, International Journalof computers & structures vol. 50, p. 111-121, 1994.[Lemaitre J. & al., 1985] Lemaitre J. & Chaboche J. L., Mécanique des MatériauxSolides. Dunod, 1985.[Lévesque M., 2004] Lévesque, M., Modélisation du Comportement Mécaniquedes Matériaux Composites Viscoélastiques Non Linéaires par uneApproche d’Homogénéisation, Thèse de Doctorat, ENSAM Paris, Decembre2004.[Lianis G., 1963] Lianis, G., Constitutive equations for viscoelastic solids underfinite deformation, Purdue University Report AA & ES, p. 11-63, 1963,.[Lindley P. B, 1974] Lindley P. B., Le calcul des éléments en caoutchouc natureldans l’art de l’ingénieur. Technical report, MRPRA, 1974.[Lion A., 2007] Constitutive modeling of the dynamic properties of elastomers,The 5 th European Conference on Constitutive Models for Rubber(ECCMR 2007), 9-19, Ecole des Mines de Paris, 4-7 September 2007.[Lion A., 1998] Lion A., Thixotropic behaviour of rubber under dynamic loadinghistories : experiments and theory. Journal of Mechanics & Physicsof Solids, vol. 46(5), p. 895-930, 1998.[Lion A., 1997] A physically based method to represent the thermomecanicalbehavior of elastomers, Acta Mechanica 123, 1-25, 1997.[Lion A., 1996] A constitutive model for black filled rubber. Experimentalinvestigations and mathematical representations. Journal of ContinuumMechanics, vol. 8(3), 153-169, 1996.[Mahmoodi P., 1967] Mahmoodi P., Structural dampers, Journal of thestructural division of ASCE vol. 95, p. 1961-1967, 1972.[Makram A., 2000] Makrem A., Formulation de lois de comportement viscoelastique: Aspects linéaires & non linéaires. Thèse de Doctorat, Universitéde Limoge - Faculté des sciences, 2000.[Maxime G., 1976] Maxime G., sur L’identification des systèmes non linéairesapplication à un processus physiologique, Thèse de Doctorat, Universitéde Bordeau I, 1976.[Mead D. J. et al., 1969] Mead D. J. & Markus S., Damping sandwich beamwith arbitrary boundary conditions, the forced vibration of three layerdamped sandwich beam with arbitrary boundary conditions, Journal ofSound & Vibrations vol. 10, p. 163-175, 1969.136

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