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Vibrations and stability of complex beam systems / Vladimir Stojanovi?, Predrag Kozi?.

Por: Colaborador(es): Tipo de material: TextoTextoSeries Springer Tracts in Mechanical EngineeringEditor: Cham : Springer International Publishing : Springer, 2015Descripción: xii, 166 páginas : 73 ilustraciones, 19 ilustraciones en colorTipo de contenido:
  • texto
Tipo de medio:
  • computadora
Tipo de portador:
  • recurso en línea
ISBN:
  • 9783319137674
Formatos físicos adicionales: Edición impresa:: Sin títuloClasificación LoC:
  • TA355
Recursos en línea:
Contenidos:
Introductory 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.  .
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Springer eBooks

Introductory 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.  .

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