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
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DOI - Digital Object Identifier
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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
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Result continuities
Project
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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
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e-ISSN
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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
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