| Titre : |
Foundation vibration analysis using simple physical models |
| Type de document : |
texte imprimé |
| Auteurs : |
John P. Wolf, Auteur |
| Editeur : |
London : Prentice-Hall |
| Année de publication : |
1994 |
| Importance : |
XIX-423 P. |
| Présentation : |
ill. |
| Format : |
25 cm |
| ISBN/ISSN/EAN : |
978-0-13-010711-4 |
| Note générale : |
Bibliogr.p.416-418.-Index |
| Langues : |
Français (fre) |
| Mots-clés : |
Foundations -- Vibration -- Mathematical models
Fondations (construction) |
| Index. décimale : |
624.1 Infrastructures. Ouvrages en terre. Fondations. Tunnels |
| Résumé : |
This book provides simple physical models to represent the unbounded soil in time and frequency domain analyses. They do not supplant the more generally applicable rigorous methods, but rather supplement them. The physical models used consist of the following representations: cones based on one-dimensional rod theory; lumped-parameter models with frequency-independent springs, dashpots, and masses;and prescribed wave patterns in the horizontal plane. The physical models thus offer a strength-of-materials approach to foundation dynamics. |
| Note de contenu : |
1-Introduction
2-Foundation on surface of homogeneous soil halfspace
3-foundation on surface of soil layer on rigid rock
4-Embedded foundation and pile foundation
5-Simple vertical dynamic green's function
6-Seismic excitation
7-Dynamic soil-structure interaction |
Foundation vibration analysis using simple physical models [texte imprimé] / John P. Wolf, Auteur . - London : Prentice-Hall, 1994 . - XIX-423 P. : ill. ; 25 cm. ISBN : 978-0-13-010711-4 Bibliogr.p.416-418.-Index Langues : Français ( fre)
| Mots-clés : |
Foundations -- Vibration -- Mathematical models
Fondations (construction) |
| Index. décimale : |
624.1 Infrastructures. Ouvrages en terre. Fondations. Tunnels |
| Résumé : |
This book provides simple physical models to represent the unbounded soil in time and frequency domain analyses. They do not supplant the more generally applicable rigorous methods, but rather supplement them. The physical models used consist of the following representations: cones based on one-dimensional rod theory; lumped-parameter models with frequency-independent springs, dashpots, and masses;and prescribed wave patterns in the horizontal plane. The physical models thus offer a strength-of-materials approach to foundation dynamics. |
| Note de contenu : |
1-Introduction
2-Foundation on surface of homogeneous soil halfspace
3-foundation on surface of soil layer on rigid rock
4-Embedded foundation and pile foundation
5-Simple vertical dynamic green's function
6-Seismic excitation
7-Dynamic soil-structure interaction |
|  |
Foundation vibration analysis using simple physical models (1994)
