000 04189nam a22005895i 4500
001 978-3-319-13767-4
003 DE-He213
005 20200421111705.0
007 cr nn 008mamaa
008 150207s2015 gw | s |||| 0|eng d
020 _a9783319137674
_9978-3-319-13767-4
024 7 _a10.1007/978-3-319-13767-4
_2doi
050 4 _aTA355
050 4 _aTA352-356
072 7 _aTGMD4
_2bicssc
072 7 _aTEC009070
_2bisacsh
072 7 _aSCI018000
_2bisacsh
082 0 4 _a620
_223
100 1 _aStojanović, Vladimir.
_eauthor.
245 1 0 _aVibrations and Stability of Complex Beam Systems
_h[electronic resource] /
_cby Vladimir Stojanović, Predrag Kozić.
264 1 _aCham :
_bSpringer International Publishing :
_bImprint: Springer,
_c2015.
300 _aXII, 166 p. 73 illus., 19 illus. in color.
_bonline resource.
336 _atext
_btxt
_2rdacontent
337 _acomputer
_bc
_2rdamedia
338 _aonline resource
_bcr
_2rdacarrier
347 _atext file
_bPDF
_2rda
490 1 _aSpringer Tracts in Mechanical Engineering,
_x2195-9862
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 _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.
650 0 _aEngineering.
650 0 _aComputer mathematics.
650 0 _aVibration.
650 0 _aDynamical systems.
650 0 _aDynamics.
650 0 _aBuildings
_xDesign and construction.
650 0 _aBuilding.
650 0 _aConstruction.
650 0 _aEngineering, Architectural.
650 1 4 _aEngineering.
650 2 4 _aVibration, Dynamical Systems, Control.
650 2 4 _aComputational Mathematics and Numerical Analysis.
650 2 4 _aBuilding Construction.
700 1 _aKozić, Predrag.
_eauthor.
710 2 _aSpringerLink (Online service)
773 0 _tSpringer eBooks
776 0 8 _iPrinted edition:
_z9783319137667
830 0 _aSpringer Tracts in Mechanical Engineering,
_x2195-9862
856 4 0 _uhttp://dx.doi.org/10.1007/978-3-319-13767-4
912 _aZDB-2-ENG
942 _cEBK
999 _c55240
_d55240