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The journal Asymptotic Analysis fulfills a twofold function. It aims at publishing original mathematical results in the asymptotic theory of problems affected by the presence of small or large parameters on the one hand, and at giving specific indications of their possible applications to different fields of natural sciences on the other hand.
Asymptotic Analysis thus provides mathematicians with a concentrated source of newly acquired information which they may need in the analysis of asymptotic problems.
Authors: Miranda, Manuel Milla
Article Type: Research Article
Abstract: This paper is concerned with the boundary exact controllability for the equation: \[w''-\sum_{i=1}^{n}\frac{\partial}{\partial x_{i}}\biggl(a_{ij}(x,t)\frac{\partial w}{\partial x_{j}}\biggr)+\sum_{i=1}^{n}b_{i}(x,t)\frac{\partial w'}{\partial x_{i}}+\sum_{i=1}^{n}d_{i}(x,t)\frac{\partial w}{\partial x_{i}}=0\quad\mbox{in}\ Q,\] where Q is a finite cylinder Ω×]0,T[, Q a bounded domain of Rn . The result is obtained by the HUM which was introduced by J.L. Lions. The above equation appears in the study of boundary exact controllability for the wave equation in non-cylindrical domains.
DOI: 10.3233/ASY-1995-11401
Citation: Asymptotic Analysis, vol. 11, no. 4, pp. 317-341, 1995
Authors: Kozlov, V.A. | Maz'ya, V.G. | Movchan, A.B.
Article Type: Research Article
Abstract: A mixed boundary value problem is posed for the Lame system in an elastic multi-structure which consists of a union of a three-dimensional domain and thin cylinders. A normalized thickness of a rod is characterized by a small parameter ε. We present a rigorous algorithm which yields a multi-scaled asymptotic expansion for the displacement and stress fields in the multi-structure. Justification of the asymptotic algorithm, including the remainder estimate for the asymptotic approximation of the displacement field, is given. The asymptotic analysis provides the range of applicability of the engineering pile structure model. It is shown that first …three eigenvalues of the spectral problem in the above multi-structure have the order O(ε4 ). The asymptotic formulae for these eigenvalues are obtained. Show more
DOI: 10.3233/ASY-1995-11402
Citation: Asymptotic Analysis, vol. 11, no. 4, pp. 343-415, 1995
Article Type: Other
Citation: Asymptotic Analysis, vol. 11, no. 4, pp. 417-417, 1995
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