By Dimitri Beskos, Giulio Maier

This quantity provides and discusses fresh advances in Boundary point equipment (BEM) and their stable mechanics functions in these parts the place those numerical equipment turn out to be the fitting answer software. the purpose is to demonstrate those tools of their most modern kinds built over the last 5 to 10 years and exhibit their merits while fixing quite a lot of stable mechanics difficulties encountered in lots of branches of engineering, equivalent to civil, mechanical or aeronautical engineering.

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Extra resources for Boundary Element Advances in Solid Mechanics

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Ll_, 1-10. , Antes, H. and Le Houedec, D. (1997), Efficient 3D modeling ofvibration isolation by open trenches, Comput. Struct. 64, 809-817. , M. and Gaul, L. (2000), A 3-D boundary element method for dynamic analysis of anisotropic elastic solids, Comput. Model. Engng. l (4), 27-43. N. E. (1993), Transient dynamic elastoplastic analysis by the dual reciprocity BEM, Engng. Anal. Bound. Eiern. 12, 1-16. J. J. K. and Kobayashi, S. (eds), Elsevier Applied Science, London, 207-252. W. and Zhang, Z.

Here the analysis is restricted to the case of empty dams and the material behavior of both the soil and the structure is assumed to be linear elastic or viscoelastic. It is obvious that for the modeling ofthe semi-infinite soil medium, the best method is the BEM as it takes into account automatically the radiation condition and the traveling wave effect. The structure, however, can be modeled by either the FEM or the BEM. The analysis can be done in the frequency or the time domain (Dominguez 1997).

Ahmad, S. K. (1990), Inelastic transient dynarnic analysis of three-dimensional problems by BEM, Int. J. Num. Meth. Engng. 29, 371-390. M. L. (1996), Investigation of active isolation of rnachine foundations by open trenches, J. Geotech. Engng. ASCE, 122,454-461. L. and Sollero, P. (1998), The boundary element method applied to transient dynarnic anisotropic problerns, in Boundary Elements XX, A. Kassab, M. A. Brebbia (eds), Computational Mechanics Publications, Southampton, 617-624. M. and Ahmad, S.

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