Aeroelastic Balance for Tall Building Model Tests
Result description
An aeroelastic balance has served as an effective tool for the response prediction of tall buildings. A three-degree of freedom aeroelastic balance were designed and manufactured. Model tests of the stiff building model and the aeroelastic balance systemwere performed in a boundary layer wind tunnel. The mean and standard deviation of base bending moments will be presented as a function of the wind direction. The root-mean-square coefficients of base bending moments were calculated from the response ofthe Shiran Tower building in the period of strong winds and compared with the results of the model tests.
Keywords
The result's identifiers
Result code in IS VaVaI
Result on the web
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DOI - Digital Object Identifier
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Alternative languages
Result language
angličtina
Original language name
Aeroelastic Balance for Tall Building Model Tests
Original language description
An aeroelastic balance has served as an effective tool for the response prediction of tall buildings. A three-degree of freedom aeroelastic balance were designed and manufactured. Model tests of the stiff building model and the aeroelastic balance systemwere performed in a boundary layer wind tunnel. The mean and standard deviation of base bending moments will be presented as a function of the wind direction. The root-mean-square coefficients of base bending moments were calculated from the response ofthe Shiran Tower building in the period of strong winds and compared with the results of the model tests.
Czech name
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Czech description
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Classification
Type
D - Article in proceedings
CEP classification
JN - Civil engineering
OECD FORD branch
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Result continuities
Project
GA103/06/1522: Wind Loads to Buildings and Assessment of Wind Convenience in Their Vicinity
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
Engineering Mechanics 2009 - Book of Extended Abstracts
ISBN
978-80-86246-35-2
ISSN
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e-ISSN
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Number of pages
2
Pages from-to
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Publisher name
Ústav teoretické a aplikované mechaniky AV ČR
Place of publication
Praha
Event location
Svratka
Event date
Jun 11, 2009
Type of event by nationality
CST - Celostátní akce
UT code for WoS article
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Basic information
Result type
D - Article in proceedings
CEP
JN - Civil engineering
Year of implementation
2009