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Stanovení tuhosti podloží rotačně symetrické konstrukce

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F07%3APU71687" target="_blank" >RIV/00216305:26110/07:PU71687 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Stanovení tuhosti podloží rotačně symetrické konstrukce

  • Original language description

    A subsoil of a structure may be nodeled with various ways in the finite elements method. Winklerś subsoil is often used for models of foundation. Determination of elastic foundation parameters for FEM three-dimensional behavior of cooling tower structure, when substructures have not typical shapes as annular area., may be complicated. A partial axis-sym,etric model of the substructure and its subsoil was created for this problem. The model was loaded with gravity forces of the substructure, structures of columns, structure of cooling tower shell and structure of cooling system. The stiffness characteristics of the soil material for individual elements were changes as a standard imposes with base of various magnitude of vertical stress in the solved model of the subsoil. Program ANSYS was used for solving this problem. This solved settlement of the substructure was a base for compute characteristics of Winklers model.

  • Czech name

    Stanovení tuhosti podloží rotačně symetrické konstrukce

  • Czech description

    A subsoil of a structure may be nodeled with various ways in the finite elements method. Winklerś subsoil is often used for models of foundation. Determination of elastic foundation parameters for FEM three-dimensional behavior of cooling tower structure, when substructures have not typical shapes as annular area., may be complicated. A partial axis-sym,etric model of the substructure and its subsoil was created for this problem. The model was loaded with gravity forces of the substructure, structures of columns, structure of cooling tower shell and structure of cooling system. The stiffness characteristics of the soil material for individual elements were changes as a standard imposes with base of various magnitude of vertical stress in the solved model of the subsoil. Program ANSYS was used for solving this problem. This solved settlement of the substructure was a base for compute characteristics of Winklers model.

Classification

  • Type

    D - Article in proceedings

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    Z - Vyzkumny zamer (s odkazem do CEZ)

Others

  • Publication year

    2007

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    new trends in statics and dynamics of buildings

  • ISBN

    978-80-227-2732-7

  • ISSN

  • e-ISSN

  • Number of pages

    4

  • Pages from-to

    29-32

  • Publisher name

    Neuveden

  • Place of publication

    Bratislava, Slovensko

  • Event location

    Bratislava

  • Event date

    Oct 18, 2007

  • Type of event by nationality

    EUR - Evropská akce

  • UT code for WoS article