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Description
  • In case of constructions placed on subsoil, it is necessary to create a rigidity matrix for the element subsoil. That rigidity matrix should be then added up in respective positions with the rigidity matrix of an element. To clarify the proposed model of the subsoil, a method is derived for determination of vertical subsoil stress analysis under any shape of a slab construction by means of numerical integration and theory of isoparametric elements using the Jacobian transformation. This approach is rather original and represents the key contribution of this work in interaction solutions. Using the proposed approach, the method can be employed for any shape of a finite element.
  • In case of constructions placed on subsoil, it is necessary to create a rigidity matrix for the element subsoil. That rigidity matrix should be then added up in respective positions with the rigidity matrix of an element. To clarify the proposed model of the subsoil, a method is derived for determination of vertical subsoil stress analysis under any shape of a slab construction by means of numerical integration and theory of isoparametric elements using the Jacobian transformation. This approach is rather original and represents the key contribution of this work in interaction solutions. Using the proposed approach, the method can be employed for any shape of a finite element. (en)
Title
  • Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space
  • Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space (en)
skos:prefLabel
  • Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space
  • Accuracy of Stress Analysis Using Numerical Integration of Elastic Half-Space (en)
skos:notation
  • RIV/62304178:_____/13:#0000001!RIV14-MPO-62304178
http://linked.open...avai/riv/aktivita
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  • P(FR-TI2/746)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
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http://linked.open...dnocenehoVysledku
  • 59319
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  • RIV/62304178:_____/13:#0000001
http://linked.open...riv/jazykVysledku
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  • Foundation structure, soil-structure interaction, linear half-space, Gauss numerical integration, isoparametric elements, FEM (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [D69945AF2187]
http://linked.open...v/mistoKonaniAkce
  • Taipei
http://linked.open...i/riv/mistoVydani
  • Uetikon-Zuerich
http://linked.open...i/riv/nazevZdroje
  • Applied Mechanics and Materials. Volume 300-301
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http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Čajka, Radim
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
issn
  • 1660-9336
number of pages
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  • Trans Tech Publications
https://schema.org/isbn
  • 978-3-03785-651-2
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