About: Contact subsoil FEM element for soil - structure interaction     Goto   Sponge   NotDistinct   Permalink

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Description
  • The paper presents a solution to foundation - soil interaction, using a numerical model to solve state of stress of modified elastic halfspace and settlement for an arbitrary loading area shape and loading course.The Finite Element Method(FEM) has been used to calculate deformation and internal forces within the plate.The plate has been modeled by means of isoparametric plate elements, taking into account the shear.atd.
  • The paper presents a solution to foundation - soil interaction, using a numerical model to solve state of stress of modified elastic halfspace and settlement for an arbitrary loading area shape and loading course.The Finite Element Method(FEM) has been used to calculate deformation and internal forces within the plate.The plate has been modeled by means of isoparametric plate elements, taking into account the shear.atd. (en)
  • Příspěvek představuje řešení interakce mezi podložím a konstrukcí za použití numerického modelu pro řešení stavů napjatosti v modifikovaném elastickém podloží a dále pojednává o zatěžovacích plochách a průbězích zatížení. Pro výpočet deformací a vnitřních sil na desce byla použita metoda konečných prvků. (cs)
Title
  • MKP prvek kontaktní podloží pro řešení interakce podloží - konstrukce. (cs)
  • Contact subsoil FEM element for soil - structure interaction
  • Contact subsoil FEM element for soil - structure interaction (en)
skos:prefLabel
  • MKP prvek kontaktní podloží pro řešení interakce podloží - konstrukce. (cs)
  • Contact subsoil FEM element for soil - structure interaction
  • Contact subsoil FEM element for soil - structure interaction (en)
skos:notation
  • RIV/61989100:27120/04:00010860!RIV/2005/GA0/271205/N
http://linked.open.../vavai/riv/strany
  • 753 - 758
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(GA103/01/1410)
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
  • 558662
http://linked.open...ai/riv/idVysledku
  • RIV/61989100:27120/04:00010860
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • Soil - structure interaction;finite element methods;isoparametric elements;numerical integration. (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [4B6DDF620A75]
http://linked.open...v/mistoKonaniAkce
  • Cape Town, South Africa
http://linked.open...i/riv/mistoVydani
  • University of Cape Town Rondebosch, Cape Town, S
http://linked.open...i/riv/nazevZdroje
  • Progress in Structural Engineering, Mechanics and Computation
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
number of pages
http://purl.org/ne...btex#hasPublisher
  • University of Cape Town Rondebosch, Cape Town, South Africa
https://schema.org/isbn
  • 90-5809-568-1
http://localhost/t...ganizacniJednotka
  • 27120
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