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Numerical Analysis of Parameters of MKP 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%2F11%3APU97515" target="_blank" >RIV/00216305:26110/11:PU97515 - isvavai.cz</a>

  • Result on the web

  • DOI - Digital Object Identifier

Alternative languages

  • Result language

    čeština

  • Original language name

    Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu 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 MKP modelu podzákladí na modální charakteristiky systéhu 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

    J<sub>x</sub> - Unclassified - Peer-reviewed scientific article (Jimp, Jsc and Jost)

  • CEP classification

    JM - Structural engineering

  • OECD FORD branch

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2011

  • Confidentiality

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

Data specific for result type

  • Name of the periodical

    Konstrukce

  • ISSN

    1213-8762

  • e-ISSN

  • Volume of the periodical

    2011

  • Issue of the periodical within the volume

    6

  • Country of publishing house

    CZ - CZECH REPUBLIC

  • Number of pages

    4

  • Pages from-to

    13-16

  • UT code for WoS article

  • EID of the result in the Scopus database