000 03842nam a22003975i 4500
999 _c103364
_d103364
_x1
001 103364
003 DE-He213
005 20230102113127.0
006 a||||fo|||| 00| 0
007 cr nn 008mamaa
008 150207s2015 gw | s |||| 0|eng d
020 _a9783319137674
024 7 _a10.1007/978-3-319-13767-4
_2doi
040 _bspa
_dES-MaUEC
050 4 _aTA355
_b2015 EB
100 1 _aStojanović, Vladimir.
_eautor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
_1http://viaf.org/viaf/24888941/
245 1 0 _aVibrations and Stability of Complex Beam Systems
_cby Vladimir Stojanović, Predrag Kozić.
264 1 _aCham
_bSpringer International Publishing
_c2015
300 _a1 recurso en línea (XII, 166 páginas 73 ilustraciones, 19 ilustraciones a color.)
336 _2rdacontent
_aTexto (visual)
_btxt
337 _2rdamedia
_aelectrónico
_bc
338 _2rdacarrier
_arecurso electrónico
_bcr
490 0 _aSpringer Tracts in Mechanical Engineering,
_x2195-9862
490 0 _aEngineering (Springer-11647)
505 0 _aIntroductory remarks -- Free vibrations and stability of an elastically connected double-beam system -- Effects of axial compression forces, rotary inertia and shear on forced vibrations of the system of two elastically connected beams -- Static and stochastic stability of an elastically connected beam system on an elastic foundation -- The effects of rotary inertia and transverse shear on the vibration and stability of the elastically connected Timoshenko beam-system on elastic foundation -- The effects of rotary inertia and transverse shear on vibration and stability of the system of elastically connected Reddy-Bickford beams on elastic foundation -- Geometrically non-linear vibration of Timoshenko damaged beams using the new p-version of finite element method.  .
520 3 _a This book reports on solved problems concerning vibrations and stability of complex beam systems. The complexity of a system is considered from two points of view: the complexity originating from the nature of the structure, in the case of two or more elastically connected beams; and the complexity derived from the dynamic behavior of the system, in the case of a damaged single beam, resulting from the harm done to its simple structure. Furthermore, the book describes the analytical derivation of equations of two or more elastically connected beams, using four different theories (Euler, Rayleigh, Timoshenko and Reddy-Bickford). It also reports on a new, improved p-version of the finite element method for geometrically nonlinear vibrations. The new method provides more accurate approximations of solutions, while also allowing us to analyze geometrically nonlinear vibrations. The book describes the appearance of longitudinal vibrations of damaged clamped-clamped beams as a result of discontinuity (damage). It describes the cases of stability in detail, employing all four theories, and provides the readers with practical examples of stochastic stability. Overall, the book succeeds in collecting in one place theoretical analyses, mathematical modeling and validation approaches based on various methods, thus providing the readers with a comprehensive toolkit for performing vibration analysis on complex beam systems.
988 _aEBSPRINGER_2018
650 7 _aVibraciones
_2embne
_9139212
700 1 _aKozić, Predrag.
_eautor.
_4aut
_4http://id.loc.gov/vocabulary/relators/aut
776 0 8 _iEdición impresa:
_z9783319137681
776 0 8 _iEdición impresa:
_z9783319137667
776 0 8 _iEdición impresa:
_z9783319367316
856 4 0 _uhttps://go.openathens.net/redirector/universidadeuropea.es?url=https://doi.org/10.1007/978-3-319-13767-4
_zAcceso a este recurso digital (usuarios Universidad Europea de Madrid)
942 _2lcc
_cLE
998 _b03/2019
_dz
_zSI
_eIG