Null Controllability in a Fluid - Solid Structure Model

fluis is water) and K (gr) = 37 GPa (quartz grain) for sand- stones, K (gr) = 73.3 GPa (calcite grain) for limestones and K (gr) = 94.9 GPa (dolomite grain) for dolomites the

sending N to `8, we recover an admissible p ¯φ, ¯ Pq for the continuous dual problem such that Bp ¯φ, ¯ Pq is larger than the optimal value of the continuous primal problem (and

Western Reserve University, Cleveland, Ohio, U.S.A. indicates that the localized states are rather dif- ferent from those in solid %e. In order to investi- gate the nucleation

By using different methods, we show how to derive the correct mechanical route to the pressure of a fluid adsorbed in a random porous medium.. Some discussions are also made

Results of experiments on the viscosity in li- the interpolation formula of Greywall and Alhers quid 4 ~ e near T1 at saturated vapour pressure (SVP) /12/.. have been

The PND has been performed on the D1B diffractometer (CRG, CNRS ILL-Grenoble, France) with the wavelength of 2.52 Å on the same isotope enriched powder sample used for ambient

L’insuffisance des ressources humaines, matérielles et financières des acteurs et institutions en charge de la conservation de la faune dans la forêt d’Ebo justifie la

The length of the primary lateral roots was positively associated with germination speed, indicating a genetic relationship between seed vigour and the morphology of the embryonic