Titlebook: Boundary Element Methods for Soil-Structure Interaction; W. S. Hall,G. Oliveto Book 2003 Springer Science+Business Media Dordrecht 2003 Fu

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2 The neutron as an elementary particle, is very high, it is believed that the one-dimensional theory is sufficient to explain the amplification patterns. Although this is true for many sites, results from accelerometric data suggest that two-and three-dimensional models are needed to explain the amplification behaviour at other sites, particularly near the borders of the valley.

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https://doi.org/10.1007/0-306-48387-4Fundament; Vibration; calculus; chaos; finite element method; geometry; mechanics; model; transformation

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978-90-481-6295-6Springer Science+Business Media Dordrecht 2003

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BEM for Crack DynamicsIn this Chapter the modern application of the boundary element method to crack problems in dynamic fracture mechanics is reviewed. Dual boundary formulations are presented for the time domain, Laplace transform and dual reciprocity methods. The three approaches are applied to mixed mode two- dimensional and three-dimensional crack problems.

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