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  • Postcritical free vibrations of a slender elastic beam are studied. Cantilever beam is loaded by axial force and lateral deflections are observed. Effective numerical model of the beam is used and described. Vibration properties are investigated by Fourier frequency analysis
  • Postcritical free vibrations of a slender elastic beam are studied. Cantilever beam is loaded by axial force and lateral deflections are observed. Effective numerical model of the beam is used and described. Vibration properties are investigated by Fourier frequency analysis (en)
Title
  • Frequency analysis of free vibrations of the beam in postcritical state
  • Frequency analysis of free vibrations of the beam in postcritical state (en)
skos:prefLabel
  • Frequency analysis of free vibrations of the beam in postcritical state
  • Frequency analysis of free vibrations of the beam in postcritical state (en)
skos:notation
  • RIV/00216305:26110/04:PU44711!RIV11-MSM-26110___
http://linked.open...avai/riv/aktivita
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  • P(GA103/03/1350), V, Z(MSM 261100009)
http://linked.open...vai/riv/dodaniDat
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  • 564904
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  • RIV/00216305:26110/04:PU44711
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  • free vibration, postcritical state, slender cantilever beam, large displacements (en)
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http://linked.open...ontrolniKodProRIV
  • [EE187B8E813D]
http://linked.open...v/mistoKonaniAkce
  • Svratka
http://linked.open...i/riv/mistoVydani
  • Praha
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  • Engineering Mechanics 2004
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Frantík, Petr
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
http://linked.open...n/vavai/riv/zamer
number of pages
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  • Akademie věd České republiky
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  • 80-85918-88-9
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  • 26110
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