000			02125cam a22003254a 4500
999			_c5939 _d5939
001			13450122
005			20230606063506.0
008			040106s2004 ne a b 001 0 eng
010			_a 2004040363
020			_a075066164X
040			_aDLC _cDLC _dYDX _dOCLCQ _dPGM _dOCL _dBAKER _dDLC _erda
050	0	0	_aTA775 _b.F6917 2004
082	0	0	_a624.15 _222 _bW.J.F
100	1		_aWolf, John P. _928042
245	1	0	_aFoundation vibration analysis : _ba strength-of-materials approach / _cJohn P. Wolf, Andrew J. Deeks.
260			_aAmsterdam ; _aBoston : _bElsevier, _c2004.
264			_aAmsterdam ; _aBoston : _bElsevier, _c2004.
300			_axiii, 218 p. : _bill. ; _c25 cm.
336			_2rdacontent _atext
337			_2rdamedia _aunmediated
338			_2rdacarrier _avolume
504			_aIncludes bibliographical references (p. [209]-211) and index.
505	0		_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.
520			_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
650		0	_aFoundations _xVibration. _928043
650		1	_aStrength of materials.
700	1		_aDeeks, Andrew J. _928045
856	4	2	_3Publisher description _uhttp://www.loc.gov/catdir/enhancements/fy0668/2004040363-d.html
942			_cBK _2ddc