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Record Nr. |
UNISALENTO991003218439707536 |
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Autore |
Wolf, John P. |
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Titolo |
Foundation vibration analysis [e-book] : a strength-of-materials approach / John P. Wolf, Andrew J. Deeks |
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Pubbl/distr/stampa |
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Amsterdam ; Boston : Elsevier, 2004 |
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ISBN |
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Descrizione fisica |
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xiii, 218 p. : ill. ; 25 cm |
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Altri autori (Persone) |
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Disciplina |
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Soggetti |
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Foundations - Vibration |
Strength of materials |
Electronic books. |
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Lingua di pubblicazione |
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Formato |
Risorsa elettronica |
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Livello bibliografico |
Monografia |
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Nota di bibliografia |
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Includes bibliographical references (p. [209]-211) and index |
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Nota di contenuto |
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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. |
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Sommario/riassunto |
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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 |
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