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Description
  • Článek popisuje studii modálních vlastností pro identifikaci poškození dynamicky namáhaných konstrukcí (cs)
  • The paper is focused on one particular step of methodology for dynamic identification using artificial neural networks and stratified simulation of Monte Carlo type. An influence of local decrease of stiffness on modal properties (eigenfrequencies and modeshapes) is studied. The role of the magnitude of damage is examined. The aim is determination of suitable initial parameters for consequent inverse analysis. Two approaches for modal properties calculation are used - one of them is particularly suitable for nonlinear problems. Two structures are used for the study: A simple cantilever beam and real bridge Z24 tested in Switzerland.
  • The paper is focused on one particular step of methodology for dynamic identification using artificial neural networks and stratified simulation of Monte Carlo type. An influence of local decrease of stiffness on modal properties (eigenfrequencies and modeshapes) is studied. The role of the magnitude of damage is examined. The aim is determination of suitable initial parameters for consequent inverse analysis. Two approaches for modal properties calculation are used - one of them is particularly suitable for nonlinear problems. Two structures are used for the study: A simple cantilever beam and real bridge Z24 tested in Switzerland. (en)
Title
  • Modal properties study for damage identification of dynamically loaded structures
  • Studie modálních vlastností pro identifikaci poškození dynamicky namáhaných konstrukcí (cs)
  • Modal properties study for damage identification of dynamically loaded structures (en)
skos:prefLabel
  • Modal properties study for damage identification of dynamically loaded structures
  • Studie modálních vlastností pro identifikaci poškození dynamicky namáhaných konstrukcí (cs)
  • Modal properties study for damage identification of dynamically loaded structures (en)
skos:notation
  • RIV/00216305:26110/07:PU69234!RIV08-MSM-26110___
http://linked.open.../vavai/riv/strany
  • 1-6
http://linked.open...avai/riv/aktivita
http://linked.open...avai/riv/aktivity
  • P(1M0579), P(GP103/07/P380)
http://linked.open...vai/riv/dodaniDat
http://linked.open...aciTvurceVysledku
http://linked.open.../riv/druhVysledku
http://linked.open...iv/duvernostUdaju
http://linked.open...titaPredkladatele
http://linked.open...dnocenehoVysledku
  • 434181
http://linked.open...ai/riv/idVysledku
  • RIV/00216305:26110/07:PU69234
http://linked.open...riv/jazykVysledku
http://linked.open.../riv/klicovaSlova
  • damage, modeshapes, eigenfrequencies, identification (en)
http://linked.open.../riv/klicoveSlovo
http://linked.open...ontrolniKodProRIV
  • [109B45F79E54]
http://linked.open...v/mistoKonaniAkce
  • Cap Town
http://linked.open...i/riv/mistoVydani
  • Cape Town, South Africa
http://linked.open...i/riv/nazevZdroje
  • Recent Developments in Structural Engineering, Mechanics and Computation
http://linked.open...in/vavai/riv/obor
http://linked.open...ichTvurcuVysledku
http://linked.open...cetTvurcuVysledku
http://linked.open...vavai/riv/projekt
http://linked.open...UplatneniVysledku
http://linked.open...iv/tvurceVysledku
  • Frantík, Petr
  • Lehký, David
  • Novák, Drahomír
http://linked.open...vavai/riv/typAkce
http://linked.open.../riv/zahajeniAkce
number of pages
http://purl.org/ne...btex#hasPublisher
  • Neuveden
https://schema.org/isbn
  • 978-90-5966-054-0
http://localhost/t...ganizacniJednotka
  • 26110
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