Titlebook: Boundary Element Methods; Fundamentals and App S. Kobayashi,N. Nishimura Conference proceedings 1992 Springer-Verlag Berlin Heidelberg 1992

萬(wàn)能

書目名稱Boundary Element Methods影響因子(影響力)




書目名稱Boundary Element Methods影響因子(影響力)學(xué)科排名




書目名稱Boundary Element Methods網(wǎng)絡(luò)公開度




書目名稱Boundary Element Methods網(wǎng)絡(luò)公開度學(xué)科排名




書目名稱Boundary Element Methods被引頻次




書目名稱Boundary Element Methods被引頻次學(xué)科排名




書目名稱Boundary Element Methods年度引用




書目名稱Boundary Element Methods年度引用學(xué)科排名




書目名稱Boundary Element Methods讀者反饋




書目名稱Boundary Element Methods讀者反饋學(xué)科排名

強(qiáng)所

Implementation of FE-BE Hybrid Techniques into Finite Element Programs,ite elements (FE) to solve unbounded magnetic field problems. The advantage of the IBE’s, in addition to reduced model size, is that they do not destroy the bandedness of the finite element matrices as do boundary elements (BE). In contrast to the infinite finite element (IFE) usage, these IBE’s do

mortgage

daredevil

Vibrations of Reissner Plates by BEM and D/BEM: A Comparison,survey, see [1]). But, although it is known that in certain cases, e.g. for thick plates, the effects of shear deformation must be included, dynamic BE formulations for the respective theory, i.e. for Reissner / Mindlin plates are rare..As already successfully used in the case of thin Kirchhoff plat

Lime石灰

Numerical Approximation of Boundary Integral Equations in Three Dimensional Aerodynamics,cation is presented. An approximating procedure for the boundary integral equation in the unknown tangent trace of the velocity field is presented with a particular emphasis on the approximation of the tangent fields by means of finite elements.

ABASH

STIT

collateral

Boundary Element Model for the Seismic Analysis of Arch Dams,ins the former being boundless. The water is assume to be compressible subject to small amplitude motions. The soil-water, soil-dam and water-dam dynamic interactions are taken into account rigurously. The analysis is done in the frequency domain and factors such as an infinite soil, the effect of t

侵略

Stability of Time Domain Boundary Element Method in Wave Propagation Problems,ding the characteristic roots of the time marching boundary element equation was used to decide the stability of typical problems. The results given by the tests are: the boundary element method for exterior Neumann problems is stable; the boundary element method for Dirichlet problems is unstable.

一回合

Computational Aspect of Ground-Water Management,the boundary element method with linear programming, the boundary element and linear programming method (the BE&LP method) has been developed and systematized in order to solve distributed parameter control systems..In this paper an efficient computational algorithm of the BE&LP method for optimal c