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FRANTÍK, P. LEHKÝ, D. NOVÁK, D.
Originální název
Modal properties study for damage identification of dynamically loaded structures
Typ
článek ve sborníku ve WoS nebo Scopus
Jazyk
angličtina
Originální abstrakt
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.
Klíčová slova
damage, modeshapes, eigenfrequencies, identification
Autoři
FRANTÍK, P.; LEHKÝ, D.; NOVÁK, D.
Rok RIV
2007
Vydáno
10. 9. 2007
Místo
Cape Town, South Africa
ISBN
978-90-5966-054-0
Kniha
Recent Developments in Structural Engineering, Mechanics and Computation
Strany od
1
Strany do
6
Strany počet
BibTex
@inproceedings{BUT23080, author="Petr {Frantík} and David {Lehký} and Drahomír {Novák}", title="Modal properties study for damage identification of dynamically loaded structures", booktitle="Recent Developments in Structural Engineering, Mechanics and Computation", year="2007", pages="1--6", address="Cape Town, South Africa", isbn="978-90-5966-054-0" }