|
|
|
|
LEADER |
00000nam a2200000 i 4500 |
001 |
MGH_AEccn00213591 |
003 |
IN-ChSCO |
005 |
20210416124538.0 |
006 |
m||||||||||||||||| |
007 |
cr |n||||||||n |
008 |
210416s2001||||nyu|||||o|||||||||||eng|| |
010 |
|
|
|z 00062451
|
020 |
|
|
|a 0071367128 (print-ISBN)
|
020 |
|
|
|a 0071450106
|
020 |
|
|
|a 9780071367127
|
035 |
|
|
|a (OCoLC)173314668
|
040 |
|
|
|a IN-ChSCO
|b eng
|e rda
|
041 |
0 |
|
|a eng
|
050 |
|
4 |
|a TA654
|
082 |
0 |
4 |
|a 624.1/7
|2 21
|
100 |
1 |
|
|a Karnovskii, I. A.,
|q (Igor Alekseevich),
|e author.
|
245 |
1 |
0 |
|a Formulas for structural dynamics :
|b tables, graphs, and solutions /
|c Igor A. Karnovsky, Olga I. Lebed.
|
250 |
|
|
|a First edition.
|
264 |
|
1 |
|a New York, N.Y. :
|b McGraw-Hill Education,
|c [2001]
|
264 |
|
4 |
|c ?2001
|
300 |
|
|
|a 1 online resource (xxiii, 535 pages) :
|b illustrations.
|
336 |
|
|
|a text
|2 rdacontent
|
337 |
|
|
|a computer
|2 rdamedia
|
338 |
|
|
|a online resource
|2 rdacarrier
|
490 |
1 |
|
|a McGraw-Hill's AccessEngineering
|
500 |
|
|
|a Print version c2001.
|
504 |
|
|
|a Includes bibliographical references and index.
|
505 |
0 |
|
|a Transverse Vibration Equations -- Average values and resolving equations -- Fundamental theories and approaches -- Analysis Methods -- Reciprocal theorems -- Displacement computation techniques -- Analysis methods -- Fundamental Equations of Classical Beam Theory -- Mathematical models for transversal vibrations of uniform beams -- Boundary conditions -- Compatibility conditions -- Energy expressions -- Properties of eigenfunctions -- Orthogonal eigenfunctions in interval z[subscript 1] -- z[subscript 2] -- Mechanical models of elastic systems -- Models of materials -- Mechanical impedance of boundary conditions -- Fundamental functions of the vibrating beams -- Special Functions for the Dynamical Calculation of Beams and Frames -- Krylov-Duncan functions -- Dynamical reactions of massless elements with one lumped mass -- Dynamical reactions of beams with distributed masses -- Dynamical reactions of beams with distributed masses and one lumped mass -- Frequency functions (Hohenemser-Prager's functions) -- Displacement influence functions -- Bernoulli-Euler Uniform Beams with Classical Boundary Conditions -- Classical methods of analysis -- One-span beams -- One-span beams with overhang -- Fundamental integrals -- Love and Bernoulli-Euler beams, frequency equations and numerical results -- Bernoulli-Euler Uniform One-Span Beams with Elastic Supports -- Beams with elastic supports at both ends -- Beams with a translational spring at the free end -- Beams with translational and torsional springs at one end.
|
520 |
0 |
|
|a The objective of this text is to provide an up to date reference source of known solutions to a wide range of vibration problems found in beams, arches and frames. The solutions offered apply to bridges, highways, buildings, and tunnels.
|
530 |
|
|
|a Also available in print edition.
|
533 |
|
|
|a Electronic reproduction.
|b New York, N.Y. :
|c McGraw Hill,
|d 2001.
|n Mode of access: World Wide Web.
|n System requirements: Web browser.
|n Access may be restricted to users at subscribing institutions.
|
538 |
|
|
|a Mode of access: Internet via World Wide Web.
|
545 |
0 |
|
|a Contributor biographical information:
|u http://www.loc.gov/catdir/bios/mh041/00062451.html
|
546 |
|
|
|a In English.
|
588 |
|
|
|a Description based on cover image and table of contents, viewed on April 26, 2007.
|
650 |
|
0 |
|a Structural dynamics.
|
650 |
|
0 |
|a Structural analysis (Engineering)
|
650 |
|
0 |
|a Vibration.
|
650 |
|
0 |
|a Girders.
|
650 |
|
0 |
|a Girders
|x Mathematical models.
|
650 |
|
0 |
|a Girders, Continuous.
|
650 |
|
0 |
|a Structural frames.
|
650 |
|
0 |
|a Rotational motion (Rigid dynamics)
|
650 |
|
0 |
|a Structural stresses.
|
650 |
|
0 |
|a Elasticity.
|
650 |
|
0 |
|a Axial loads.
|
650 |
|
0 |
|a Arches.
|
650 |
|
0 |
|a Frames.
|
655 |
|
0 |
|a Electronic books.
|
700 |
1 |
|
|a Lebed, Olga I.
|
740 |
0 |
2 |
|a Transverse vibration equations.
|
740 |
0 |
2 |
|a Analysis methods.
|
740 |
0 |
2 |
|a Fundamental equations of classical beam theory.
|
740 |
0 |
2 |
|a Special functions for the dynamical calculation of beams and frames.
|
740 |
0 |
2 |
|a Bernoulli-Euler uniform beams with classical boundary conditions.
|
740 |
0 |
2 |
|a Bernoulli-Euler uniform one-span beams with elastic supports.
|
740 |
0 |
2 |
|a Bernoulli-Euler beams with lumped and rotational masses.
|
740 |
0 |
2 |
|a Bernoulli-Euler beams on elastic linear foundation.
|
740 |
0 |
2 |
|a Bernoulli-Euler multispan beams.
|
740 |
0 |
2 |
|a Prismatic beams under compressive and tensile axial loads.
|
740 |
0 |
2 |
|a Bress-Timoshenko uniform prismatic beams.
|
740 |
0 |
2 |
|a Non-uniform one-span beams.
|
740 |
0 |
2 |
|a Optimal designed beams.
|
740 |
0 |
2 |
|a Nonlinear transverse vibrations.
|
740 |
0 |
2 |
|a Arches.
|
740 |
0 |
2 |
|a Frames.
|
776 |
0 |
|
|i Print version:
|t Formulas for structural dynamics : tables, graphs, and solutions.
|b First edition.
|d New York, N.Y. : McGraw-Hill Education, 2001
|w (OCoLC)44915823
|
830 |
|
0 |
|a McGraw-Hill's AccessEngineering.
|
856 |
4 |
0 |
|u https://accessengineeringlibrary.uam.elogim.com/content/book/9780071367127
|z Texto completo
|
997 |
|
|
|a (c)2007 Cassidy Cataloguing Services, Inc.
|