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Foundation vibration analysis : a strength-of-materials approach /
Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are pr...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; Boston :
Elsevier,
2004.
|
| Temas: | |
| Acceso en línea: | Texto completo |
MARC
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| 100 | 1 | |a Wolf, John P. | |
| 245 | 1 | 0 | |a Foundation vibration analysis : |b a strength-of-materials approach / |c John P. Wolf, Andrew J. Deeks. |
| 260 | |a Amsterdam ; |a Boston : |b Elsevier, |c 2004. | ||
| 300 | |a 1 online resource (xiii, 218 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 504 | |a Includes bibliographical references (pages 209-211) and index. | ||
| 505 | 0 | |a Introduction -- Concepts of the cone model -- 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 -- Concluding remarks -- Appendix A: Frequency-domain response analysis -- Appendix B: Dynamic soil-structure interaction -- Appendix C: Wave propagation in a semi-infinite prismatic bar -- Appendix D: Historical note -- Appendix E: Program CONAN (CONe ANalysis)--user's guide -- Appendix F: MATLAB procedures for cone analysis. | |
| 588 | 0 | |a Print version record. | |
| 520 | |a Structural analysis is usually carried out by a strength-of-materials approach that allows complex 3-D structures to be modelled adequately for design needs in a single dimension. However, this approach is not extensively used in geotechnical engineering, partly because 3-D media (soil, rock) are present, but more importantly because until recently the methods necessary to carry out this form of analysis did not exist. In the last ten years efforts at modelling practical problems in foundation analysis using a strength-of-materials approach have developed the concept of the conical bar or beam as a tool. Such cone models can be used to model a foundation in a dynamic soil-structure interaction analysis with a variation of the properties with depth. This book develops this new approach from scratch in a readable and accessible manner. A systematic evaluation for a wide range of actual sites demonstrates sufficient engineering accuracy. A short computer program written in MATLAB and a user-friendly executable program are provided, while practical examples ensure a clear understanding of the topic. *Simplifies complex 3-D analysis of soil-structure interaction. *Applies strength-of-materials approach to geotechnical engineering. *Illustrated with practical examples. *Executable program and MATLAB program for foundation vibration analysis. | ||
| 546 | |a English. | ||
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| 650 | 0 | |a Foundations |x Vibration. | |
| 650 | 0 | |a Strength of materials. | |
| 650 | 1 | |a Strength of materials. | |
| 650 | 6 | |a Fondations (Construction) |x Vibrations. | |
| 650 | 6 | |a Résistance des matériaux. | |
| 650 | 7 | |a strength of materials. |2 aat | |
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| 650 | 7 | |a Foundations |x Vibration |2 fast | |
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| 655 | 7 | |a Thèses et écrits académiques. |2 rvmgf | |
| 700 | 1 | |a Deeks, Andrew J. | |
| 758 | |i has work: |a Foundation vibration analysis (Text) |1 https://id.oclc.org/worldcat/entity/E39PCFw776MmwppbFK88h9cRqP |4 https://id.oclc.org/worldcat/ontology/hasWork | ||
| 776 | 0 | 8 | |i Print version: |a Wolf, John P. |t Foundation vibration analysis. |d Amsterdam ; Boston : Elsevier, 2004 |z 075066164X |w (DLC) 2004040363 |w (OCoLC)54046748 |
| 856 | 4 | 0 | |u https://ebookcentral.uam.elogim.com/lib/uam-ebooks/detail.action?docID=294136 |z Texto completo |
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