
Foundation vibration analysis: a strength-of-materials approach
Résumé
Foundation vibration problems and dynamic soil-structure interaction are of widespread practical and academic interest. Until recently, the soil has been represented either with crude spring/dashpot models, or with complex numerical models generated using finite element, boundary element or other advanced techniques. This book describes an alternative approach, based on the 'strength-of-materials' approach that has proved so successful in structural analysis. It employs tapered bars and beams, termed cones. This straightforward approach allows the analysis of most sites, and. provides results of engineering accuracy obtained with conceptual clarity and physical insight.
The book provides a complete, self-contained development of the approach and its application to surface and embedded foundations. Computer implementation of the technique is described in detail, and this description is illustrated with simple and concise MATLAB listings. A stand-alone executable program is also provided for the reader who simply wants to make use of the approach. Parametric studies demonstrating the accuracy of the method are detailed. Worked examples are provided, demonstrating application of the technique to practical engineering problems.
The book will be of interest to Geotechnical and Structural professionals, academics, final year undergraduate students and postgraduate students.
Sommaire
- Concepts of the cone models
- Initial cone with outward wave propagation
- Wave reflection and refraction at a material discontinuity
- Foundation embedded in a layered half-space
- Evaluation of accuracy
- Engineering applications
Caractéristiques techniques
PAPIER | |
Éditeur(s) | Elsevier |
Auteur(s) | John P. Wolf, Andrew J. Deeks |
Parution | 06/05/2004 |
Nb. de pages | 218 |
Format | 17,5 x 25 |
Couverture | Relié |
Poids | 547g |
Intérieur | Noir et Blanc |
EAN13 | 9780750661645 |
ISBN13 | 978-0-7506-6164-5 |
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