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Boundary Element Methods for Soil-Structure Interaction (Hardcover, 2003 ed.)
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Boundary Element Methods for Soil-Structure Interaction (Hardcover, 2003 ed.)
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W S HALL School of Computing and Mathematics, University of
Teesside, Middlesbrough, TS1 3BA UK G OLIVETO Division of
Structural Engineering, Department of Civil and Environmental
Engineering, University of Catania, Viale A. Doria 6, 95125
Catania, Italy Soil-Structure Interaction is a challenging
multidisciplinary subject which covers several areas of Civil
Engineering. Virtually every construction is connected to the
ground and the interaction between the artefact and the foundation
medium may affect considerably both the superstructure and the
foundation soil. The Soil-Structure Interaction problem has become
an important feature of Structural Engineering with the advent of
massive constructions on soft soils such as nuclear power plants,
concrete and earth dams. Buildings, bridges, tunnels and
underground structures may also require particular attention to be
given to the problems of Soil-Structure Interaction. Dynamic
Soil-Structure Interaction is prominent in Earthquake Engineering
problems. The complexity of the problem, due also to its
multidisciplinary nature and to the fact of having to consider
bounded and unbounded media of different mechanical
characteristics, requires a numerical treatment for any application
of engineering significance. The Boundary Element Method appears to
be well suited to solve problems of Soil- Structure Interaction
through its ability to discretize only the boundaries of complex
and often unbounded geometries. Non-linear problems which often
arise in Soil-Structure Interaction may also be treated
advantageously by a judicious mix of Boundary and Finite Element
discretizations.
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