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  • This paper is dealing with applications of Method of Initial Parameters for straight beams rested along its whole length on elastic foundation (subsoil). Derivation of relationships and analytical solutions of some examples according to the theory of 2nd order (i.e. bending + compression of beams) are presented. Examples are solved via probabilistic approach (i.e. application of Simulation-Based Reliability Assessment – SBRA method, Monte Carlo simulations and probabilistic reliability assessment).
  • This paper is dealing with applications of Method of Initial Parameters for straight beams rested along its whole length on elastic foundation (subsoil). Derivation of relationships and analytical solutions of some examples according to the theory of 2nd order (i.e. bending + compression of beams) are presented. Examples are solved via probabilistic approach (i.e. application of Simulation-Based Reliability Assessment – SBRA method, Monte Carlo simulations and probabilistic reliability assessment). (en)
Title
  • Application of Probabilistic SBRA Method and Method of Initial Parameters for the Solution of Structures on Elastic Foundation
  • Application of Probabilistic SBRA Method and Method of Initial Parameters for the Solution of Structures on Elastic Foundation (en)
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  • Application of Probabilistic SBRA Method and Method of Initial Parameters for the Solution of Structures on Elastic Foundation
  • Application of Probabilistic SBRA Method and Method of Initial Parameters for the Solution of Structures on Elastic Foundation (en)
skos:notation
  • RIV/61989100:27230/11:86080568!RIV12-MSM-27230___
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  • S
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  • 186825
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  • RIV/61989100:27230/11:86080568
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  • probability, SBRA Method, Method of Initial Parameters, elastic foundation, beam (en)
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  • [90870C4F912D]
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  • Velké Bílovice
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  • Brno
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  • Applied Mechanics 2011
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  • Frydrýšek, Karel
  • Klučka, Richard
  • Sivera, Milan
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number of pages
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  • Ústav fyziky materiálů AV ČR
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  • 978-80-87434-03-1
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  • 27230
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