Boundary Element Methods for Soil-Structure Interaction:
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 m...
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| Weitere Verfasser: | , |
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| Format: | Elektronisch E-Book |
| Sprache: | English |
| Veröffentlicht: |
Dordrecht
Springer Netherlands
2003
|
| Schlagworte: | |
| Online-Zugang: | FHI01 BTU01 Volltext |
| Zusammenfassung: | 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 |
| Beschreibung: | 1 Online-Ressource (XXVIII, 412 p) |
| ISBN: | 9780306483875 |
| DOI: | 10.1007/0-306-48387-4 |
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| 520 | |a 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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| dewey-ones | 519 - Probabilities and applied mathematics |
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| discipline | Mathematik |
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| spelling | Boundary Element Methods for Soil-Structure Interaction edited by W. S. Hall, G. Oliveto Dordrecht Springer Netherlands 2003 1 Online-Ressource (XXVIII, 412 p) txt rdacontent c rdamedia cr rdacarrier 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 Engineering Appl.Mathematics/Computational Methods of Engineering Civil Engineering Geophysics/Geodesy Mechanics Geophysics Applied mathematics Engineering mathematics Civil engineering 1\p (DE-588)1071861417 Konferenzschrift gnd-content Hall, W. S. edt Oliveto, G. edt Erscheint auch als Druck-Ausgabe 9781402013003 https://doi.org/10.1007/0-306-48387-4 Verlag URL des Erstveröffentlichers Volltext 1\p cgwrk 20201028 DE-101 https://d-nb.info/provenance/plan#cgwrk |
| spellingShingle | Boundary Element Methods for Soil-Structure Interaction Engineering Appl.Mathematics/Computational Methods of Engineering Civil Engineering Geophysics/Geodesy Mechanics Geophysics Applied mathematics Engineering mathematics Civil engineering |
| subject_GND | (DE-588)1071861417 |
| title | Boundary Element Methods for Soil-Structure Interaction |
| title_auth | Boundary Element Methods for Soil-Structure Interaction |
| title_exact_search | Boundary Element Methods for Soil-Structure Interaction |
| title_full | Boundary Element Methods for Soil-Structure Interaction edited by W. S. Hall, G. Oliveto |
| title_fullStr | Boundary Element Methods for Soil-Structure Interaction edited by W. S. Hall, G. Oliveto |
| title_full_unstemmed | Boundary Element Methods for Soil-Structure Interaction edited by W. S. Hall, G. Oliveto |
| title_short | Boundary Element Methods for Soil-Structure Interaction |
| title_sort | boundary element methods for soil structure interaction |
| topic | Engineering Appl.Mathematics/Computational Methods of Engineering Civil Engineering Geophysics/Geodesy Mechanics Geophysics Applied mathematics Engineering mathematics Civil engineering |
| topic_facet | Engineering Appl.Mathematics/Computational Methods of Engineering Civil Engineering Geophysics/Geodesy Mechanics Geophysics Applied mathematics Engineering mathematics Civil engineering Konferenzschrift |
| url | https://doi.org/10.1007/0-306-48387-4 |
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