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The evaluation of the compression behavior of the boundary elements is essential to the reliable assessment of displacement ductility and the seismic performance of the walls.
The scaling behavior of the boundary spacings can be accounted for by simple geometric models allowing for either formation or coalescence of these walls.
For the integration of the temporal behavior of the boundary density function, a generalization of the standard method of moments is introduced, resulting in a closed integro-differential structure driven by convolution and correlation integrals.
The asymptotic behavior of the boundary blow-up solutions near the boundary has been investigated by many researchers (see [17 39] and their references).
The following proposition concerns the asymptotic behavior of the boundary layer term, whose proof is substantially similar to that of Lemma 3.1 in [14].
(2.11) The following lemmas are related to the asymptotic behavior of the boundary layer terms for the left problem, whose proofs are similar to that of Lemma 2.1, and therefore they are omitted here.
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Let us recall Carleman's formula, which connects the zeros of a holomorphic function with its behavior on the boundary of a circle.
Similarly, while formally programmed behaviors do encourage informal learning behaviors of the boundary spanners, an excess of formalization stifles them.
The behavior of this boundary value problem (1.1)–(1.3) is expressed as a self-adjoint eigenvalue problem.
In the following, we devote the analysis to the behavior of the free boundary (i.e. optimal bankruptcy boundary).
We present a novel three-dimensional boundary-element formulation that fully characterizes the mechanical behavior of the external boundary of a multi-layered viscoelastic coating attached to a hard rotating spherical core.
More suggestions(15)
role of the boundary
pattern of the boundary
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behavior of the function
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behavior of the system
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