Response of a simply supported beam exposed to a harmonic force with a random parameters
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F13%3A00207787" target="_blank" >RIV/68407700:21110/13:00207787 - 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
Response of a simply supported beam exposed to a harmonic force with a random parameters
Original language description
In this paper is presented evaluation of a simply supported beam, which is exposed to the effects of a harmonically varying force in time domain with some random parameters such as random amplitude and random pacing frequency. This type of loading shouldbe considered as the simplest model of a random pedestrian, who is walking over the footbridge. Also it could be considered as loading from a crowd of vandals with random frequency of jumping or bouncing. Structural parameters describing the footbridgeare based on the real structure across the Opatovicka Street in the Prague.
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
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Continuities
S - Specificky vyzkum na vysokych skolach
Others
Publication year
2013
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Article name in the collection
11th International Conference on New Trends in Statics and Dynamics of Building Conference Proceedings
ISBN
978-80-227-4040-1
ISSN
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e-ISSN
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Number of pages
4
Pages from-to
201-204
Publisher name
Slovak University of Technology in Bratislava
Place of publication
Bratislava
Event location
Bratislava
Event date
Oct 3, 2013
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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