estrange 发表于 2025-3-21 17:52:27

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伪证 发表于 2025-3-21 22:27:46

https://doi.org/10.1007/978-3-030-79580-1ns in flexure and stretching in its formulation. This creates boundary as well as domain integrals due to the flexure-stretching coupling terms and thus requires a boundary as well as an interior discretization. However, the simplicity of the fundamental solution results in a more efficient and gene

limber 发表于 2025-3-22 02:28:07

Love and Romance in Britain, 1918 - 1970e) Other methods which lack common characteristics. For each group of special methods a separate section is devoted. The special methods are described by the most representative methods of each group. The description of each special method is supplemented by several numerical results which are compa

使服水土 发表于 2025-3-22 06:42:22

Dynamic Analysis of Plates,of a time marching scheme in the time domain or Laplace transform with respect to time, in which case a numerical inversion of the transformed solution is required to obtain the time domain response. The effect of external viscous damping or internal viscoelastic damping as well as of in-plane force

山顶可休息 发表于 2025-3-22 09:06:39

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横截,横断 发表于 2025-3-22 13:34:20

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Tractable 发表于 2025-3-22 18:04:44

Mapiko: Fragments of Revolutionary Timerpolation for the lateral deflection and a piecewise linear interpolation for the other boundary functions. The computation of internal actions, the treatment of sub-domain load integrals, the handling of internal supports and the effect of singularities are discussed. Numerical examples illustrate the method and demonstrate its advantages.

Between 发表于 2025-3-22 21:12:38

Love and Romance in Britain, 1918 - 1970 works exceedingly well. As with all methods, it does have certain drawbacks. An attempt is made in this chapter not only to explain the details of the method, but to clearly point out both its advantages and disadvantages.

彻底检查 发表于 2025-3-23 02:51:36

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玉米 发表于 2025-3-23 06:22:00

Mapiko: Fragments of Revolutionary Timeare also considered for the plate problems. The shell formulation is derived by transforming the general 3-D BEM equations to the appropriate curvilinear coordinates and taking advantage of the shell thinness. Numerical results are presented for several plate and shell problems.
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查看完整版本: Titlebook: Boundary Element Analysis of Plates and Shells; Dimitri E. Beskos Conference proceedings 1991 Springer-Verlag Berlin Heidelberg 1991 Dynam