Damping of the Structures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F14%3A00225571" target="_blank" >RIV/68407700:21110/14:00225571 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Damping of the Structures
Original language description
The submitted paper deals with several approaches to modeling of damping of the structures. First of these models is mentioned a well-known and mostly used Rayleigh?s damping model, where the damping matrix is expressed as linear combination of mass andstiffness matrices. Alternatively the modification of Rayleigh?s model, where the damping matrix is proportional only to the mass or stiffness matrix, was studied as well. Secondly the more general model of proportional damping was introduced. This modelwas developed by Caughey. Lastly the hysteretic damping approach was used in the numerical study presented in this paper. All of these models have been compared by the numerical solution of SDOF and MDOF dynamic system, which is based on the real structure of footbridge.
Czech name
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Czech description
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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
2014
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Proceedings of the 12th International Conference on New Trends in Statics and Dynamics of Buildings
ISBN
978-80-227-4259-7
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
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Publisher name
Slovenská technická univerzita v Bratislave
Place of publication
Bratislava
Event location
Bratislava
Event date
Oct 16, 2014
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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