LEADER 02880nam 22005774a 450 001 9910784453003321 005 20200520144314.0 010 $a1-281-05247-7 010 $a9786611052478 010 $a0-08-047789-5 035 $a(CKB)1000000000350405 035 $a(EBL)294136 035 $a(OCoLC)190811037 035 $a(SSID)ssj0000072001 035 $a(PQKBManifestationID)11107184 035 $a(PQKBTitleCode)TC0000072001 035 $a(PQKBWorkID)10091581 035 $a(PQKB)11474928 035 $a(Au-PeEL)EBL294136 035 $a(CaPaEBR)ebr10185998 035 $a(CaONFJC)MIL105247 035 $a(MiAaPQ)EBC294136 035 $a(EXLCZ)991000000000350405 100 $a20040106d2004 uy 0 101 0 $aeng 135 $aur|n|---||||| 181 $ctxt 182 $cc 183 $acr 200 10$aFoundation vibration analysis$b[electronic resource] $ea strength-of-materials approach /$fJohn P. Wolf, Andrew J. Deeks 210 $aAmsterdam ;$aBoston $cElsevier$d2004 215 $a1 online resource (233 p.) 300 $aDescription based upon print version of record. 311 $a0-7506-6164-X 320 $aIncludes bibliographical references (p. [209]-211) and index. 327 $aIntroduction -- 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. 330 $aStructural 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 606 $aFoundations$xVibration 606 $aStrength of materials 615 0$aFoundations$xVibration. 615 0$aStrength of materials. 676 $a624.1/5 700 $aWolf$b John P$043683 701 $aDeeks$b Andrew J$01525465 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910784453003321 996 $aFoundation vibration analysis$93766872 997 $aUNINA