Numerical analysis of paraeters of subsoil model on the modal characteristics of the subsoil-construction system
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F12%3APU102926" target="_blank" >RIV/00216305:26110/12:PU102926 - 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
Numerická analýza vlivu parametrů modelu podzákladí na modální charakteristiky systému podzákladí-konstrukce. Numerická analýza vlivu parametrů modelu podzákladí na modální charakteristiky systému podzákladí-konstrukce. Numerická analýza vlivu parametrůmodelu podzákladí na modální charakteristiky systému podzákladí-konstrukce.
Original language description
The work deals with issues of soil-structure interaction (SSI). Solved structure is a reinforced concrete table-top foundation under the compressor with turbine. Dynamic response of the structure is strongly influenced by subsoil. It is therefore necessary to create a computational model of the structure including the subsoil. The spatial model of subsoil places considerable demands on computing time and data volume. The computational model of the structure including the subsoil is composed of FEM program system ANSYS. It is a study of the influence of shape, discretization and boundary conditions on the modal characteristics of the construction-foundation-subsoil system.
Czech name
Numerická analýza vlivu parametrů modelu podzákladí na modální charakteristiky systému podzákladí-konstrukce. Numerická analýza vlivu parametrů modelu podzákladí na modální charakteristiky systému podzákladí-konstrukce. Numerická analýza vlivu parametrůmodelu podzákladí na modální charakteristiky systému podzákladí-konstrukce.
Czech description
The work deals with issues of soil-structure interaction (SSI). Solved structure is a reinforced concrete table-top foundation under the compressor with turbine. Dynamic response of the structure is strongly influenced by subsoil. It is therefore necessary to create a computational model of the structure including the subsoil. The spatial model of subsoil places considerable demands on computing time and data volume. The computational model of the structure including the subsoil is composed of FEM program system ANSYS. It is a study of the influence of shape, discretization and boundary conditions on the modal characteristics of the construction-foundation-subsoil system.
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
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Juniorstav 2012
ISBN
978-80-214-4393-8
ISSN
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e-ISSN
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Number of pages
11
Pages from-to
1-11
Publisher name
Neuveden
Place of publication
Brno, Česká republika
Event location
Brno
Event date
Jan 26, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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