Foundation vibration analysis a strength-of-materials approach /
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| Médium: | Elektronický zdroj E-kniha |
| Jazyk: | angličtina |
| Vydáno: |
Amsterdam ; Boston :
Elsevier,
2004.
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| Témata: | |
| On-line přístup: | An electronic book accessible through the World Wide Web; click to view |
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| 008 | 040106s2004 ne a sb 001 0 eng | ||
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| 020 | |z 075066164X | ||
| 035 | |a (CaPaEBR)ebr10185998 | ||
| 035 | |a (OCoLC)190811037 | ||
| 040 | |a CaPaEBR |c CaPaEBR | ||
| 050 | 1 | 4 | |a TA775 |b .F6917 2004eb |
| 082 | 0 | 4 | |a 624.1/5 |2 22 |
| 100 | 1 | |a Wolf, John P. | |
| 245 | 1 | 0 | |a Foundation vibration analysis |h [electronic resource] : |b a strength-of-materials approach / |c John P. Wolf, Andrew J. Deeks. |
| 260 | |a Amsterdam ; |a Boston : |b Elsevier, |c 2004. | ||
| 300 | |a xiii, 218 p. : |b ill. | ||
| 504 | |a Includes bibliographical references (p. [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. | |
| 533 | |a Electronic reproduction. |b Palo Alto, Calif. : |c ebrary, |d 2013. |n Available via World Wide Web. |n Access may be limited to ebrary affiliated libraries. | ||
| 650 | 0 | |a Foundations |x Vibration. | |
| 650 | 0 | |a Strength of materials. | |
| 655 | 7 | |a Electronic books. |2 local | |
| 700 | 1 | |a Deeks, Andrew J. | |
| 710 | 2 | |a ebrary, Inc. | |
| 856 | 4 | 0 | |u http://site.ebrary.com/lib/daystar/Doc?id=10185998 |z An electronic book accessible through the World Wide Web; click to view |
| 908 | |a 170314 | ||
| 942 | 0 | 0 | |c EB |
| 999 | |c 82894 |d 82894 | ||