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Description
  • Stress strain analysis of plate foundation structures in interaction with subsoil is presented. Contact FEM element is based on a non-linear modified model of 3D elastic half-space in accordance with the European and Czech standard. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with other solutions.
  • Stress strain analysis of plate foundation structures in interaction with subsoil is presented. Contact FEM element is based on a non-linear modified model of 3D elastic half-space in accordance with the European and Czech standard. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with other solutions. (en)
  • Stress strain analysis of plate foundation structures in interaction with subsoil is presented. Contact FEM element is based on a non-linear modified model of 3D elastic half-space in accordance with the European and Czech standard. The arbitrary shape and general course of the loaded area in nodal points is allowed by use of 4- and 8-node isoparametric elements, numerical integration and Jacobean transformation. Results of numerical examples are compared with other solutions. (cs)
Title
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace (en)
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace (cs)
skos:prefLabel
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace (en)
  • A Subsoil Model based on Numerical Integration of a Nonlinear Halfspace (cs)
skos:notation
  • RIV/62304178:_____/12:#0000022!RIV14-MPO-62304178
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(FR-TI2/746)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 120666
http://linked.open...ai/riv/idVysledku
  • RIV/62304178:_____/12:#0000022
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Foundation structure, soil-structure interaction, linear and nonlinear half-space, Gauss numerical integration, FEM (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [9E65A06D0320]
http://linked.open...v/mistoKonaniAkce
  • Dubrovník
http://linked.open...i/riv/mistoVydani
  • Kippen, Stirlingshire
http://linked.open...i/riv/nazevZdroje
  • Proceedings of the Eighth International Conference on Engineering Computational Technology : [Dubrovnik, Croatia, 4-7 September 2012]
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
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
  • 1759-3433
number of pages
http://purl.org/ne...btex#hasPublisher
  • Civil-Comp Press
https://schema.org/isbn
  • 978-1-905088-55-3
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