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MARTINÁSEK, J.
Original Title
Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce
English Title
Numerical Analysis of Parameters of MKP Subsoil model on The modal Characteristics of The Subsoil-Construction System
Type
Peer-reviewed article not indexed in WoS or Scopus
Original Abstract
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.
English abstract
Keywords
Dynamika konstrukcí, základ stolového typu, interakce konstrukce s podzákladím, interakce konstrukce s podzákladím v úlohách dynamiky, Ansys
Key words in English
Dynamics of constructions, Table top type foundation of machines, Soil-structure interaction (SSI), Dynamic soil structure interaction (DSSI), Ansys
Authors
RIV year
2012
Released
06.11.2011
Location
Ostrava
ISBN
1213-8762
Periodical
Konstrukce
Volume
2011
Number
6
State
Czech Republic
Pages from
13
Pages to
16
Pages count
4
BibTex
@article{BUT90416, author="Josef {Martinásek}", title="Numerická analýza vlivu parametrů MKP modelu podzákladí na modální charakteristiky systéhu podzákladí-konstrukce", journal="Konstrukce", year="2011", volume="2011", number="6", pages="13--16", issn="1213-8762" }