000			02928cam a2200721 a 4500
001			ccn00213591
006			m f d
007			cr cn ---uuauu
008			070426s2001 nyua fobf 001 0 eng d
010			_z 00062451
020			_z0071367128 (print)
020			_a0071450106
020			_a9780071367127
049			_aAlfaisal Main Library
050		4	_aTA654 _b.K27 2001
082	0	4	_a624.1/7 _221
100	1		_aKarnovskii, I. A., _q(Igor Alekseevich)
245	1	0	_aFormulas for structural dynamics _h[electronic resource] : _btables, graphs, and solutions / _cIgor A. Karnovsky, Olga I. Lebed.
260			_aNew York : _bMcGraw-Hill, _c[2001]
300			_a1 electronic text (xxiii, 535 p.) : _bill.
490	1		_aMcGraw-Hill's AccessEngineering
500			_aPrint version c2001.
504			_aIncludes bibliographical references and index.
505	0		_uhttp://www.loc.gov/catdir/toc/mh021/00062451.html
530			_aAlso issued in print and PDF version.
545	0		_aContributor biographical information: _uhttp://www.loc.gov/catdir/bios/mh041/00062451.html
588			_aDescription based on cover image and table of contents, viewed on April 26, 2007.
650		0	_aStructural dynamics.
650		0	_aStructural analysis (Engineering)
650		0	_aVibration.
650		0	_aGirders.
650		0	_aGirders _xMathematical models.
650		0	_aGirders, Continuous.
650		0	_aStructural frames.
650		0	_aRotational motion (Rigid dynamics)
650		0	_aStructural stresses.
650		0	_aElasticity.
650		0	_aAxial loads.
650		0	_aArches.
650		0	_aFrames.
655		7	_aElectronic books. _2local
700	1		_aLebed, Olga I.
710	2		_aMcGraw-Hill eBooks.
740	0	2	_aTransverse vibration equations.
740	0	2	_aAnalysis methods.
740	0	2	_aFundamental equations of classical beam theory.
740	0	2	_aSpecial functions for the dynamical calculation of beams and frames.
740	0	2	_aBernoulli-Euler uniform beams with classical boundary conditions.
740	0	2	_aBernoulli-Euler uniform one-span beams with elastic supports.
740	0	2	_aBernoulli-Euler beams with lumped and rotational masses.
740	0	2	_aBernoulli-Euler beams on elastic linear foundation.
740	0	2	_aBernoulli-Euler multispan beams.
740	0	2	_aPrismatic beams under compressive and tensile axial loads.
740	0	2	_aBress-Timoshenko uniform prismatic beams.
740	0	2	_aNon-uniform one-span beams.
740	0	2	_aOptimal designed beams.
740	0	2	_aNonlinear transverse vibrations.
740	0	2	_aArches.
740	0	2	_aFrames.
830		0	_aMcGraw-Hill's AccessEngineering.
856	4	0	_uhttp://ezproxy.alfaisal.edu/login?url=http://accessengineeringlibrary.com/browse/formulas-for-structural-dynamics-tables-graphs-and-solutions _zSubscription required
942			_2lcc _cEBOOKS
997			_a(c)2007 Cassidy Cataloguing Services, Inc.
999			_c592911 _d592911