Titlebook: Boundary Element Topics; Proceedings of the F Wolfgang L. Wendland Conference proceedings 1997 Springer-Verlag Berlin Heidelberg 1997 3D gr

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书目名称Boundary Element Topics被引频次




书目名称Boundary Element Topics被引频次学科排名




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书目名称Boundary Element Topics年度引用学科排名




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书目名称Boundary Element Topics读者反馈学科排名

GLUE

https://doi.org/10.1007/978-1-4614-1323-3 of motion and boundary conditions are cast into boundary integral equations (BIE), which are discretized only on the boundary. The boundary data often are of primary interest because they govern the transfer dynamics of members and the energy radiation into a surrounding medium. Formulations of BEM

OWL

Magnitude

Michael Keating,David Flynn,Kaijian ShiThis is a special class of problems for piece-wise homogeneous bodies where the interface between the homogeneous parts intersects the outer boundary. The following two pictures illustrate the domains which will be considered.

无瑕疵

Hirsutism

Architectural Issues for Power Gating,rface flow and gravity waves they have to consider: large and arbitrary shaped domains, free and moving surfaces, i e nonlinear and time-dependent boundary conditions. Assuming a two-dimensional potential flow, the direct boundary element formulation (BEM) is the most efficient solution method. Comp

Chronological

Architectural Issues for Power Gating, here are to some extent based on the results of the papers [6]—[10]. Section 2 deals with a short description of the theory of generalized Petrov-Galerkin methods for elliptic periodic pseudodifferential equations in ℝ. covering classical Galerkin schemes, collocation, and other methods. A general

Nonflammable

Integrated Circuits and Systems both singular and hypersingular boundary integral equation leads to a fully symmetric-definite equation system, a property of considerable advantage. The Galerkin-type approximation of the hypersingular boundary integral equation does not lead to complicated point functional like in the collocation

粘连

Michael Keating,David Flynn,Kaijian Shif algebraic equations arise from discretizations of three dimensional linear elastostatic problems. The applied coupling technique was published in 1985 by Schnack [9]. The discretization leads to a linear system of algebraic equations, that can be reformulated in symmetric and indefinite form. This

–DOX

https://doi.org/10.1007/978-0-387-71819-4ar elasticity. Especially we want to resolve zones with high stress gradients, for example the surrounding of notches in a loaded machine part. The stress peak may occur the failure of the whole structure.