Abstract:
A model of the indefinite boundary soil–structure interaction problem is presented in the paper. The
structure is described by finite elements, the soil is described by a partial hyperbolic equation, and the contact
between the soil and the structure is described by a matrix integral equation. The structure and soil damping
are examined and a theorem for obtaining a structural finite element damping description is demonstrated.
This publication is cited in the following 1 articles:
Philip Philipoff, Demir Demirev, Ahmed Yusuf, Mehmed Islam, Dimitar Stankov, Diana Bankova, Philip Michaylov, “Some psychology and technical aspects of a rescue operation in the Musala peak region (Rila Mountain)”, Procedia - Social and Behavioral Sciences, 5 (2010), 384