Response of grandstands loaded by active crowd as Gaussian process
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21110%2F12%3A00198502" target="_blank" >RIV/68407700:21110/12:00198502 - isvavai.cz</a>
Alternative codes found
RIV/68407700:21110/12:00198500
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 grandstands loaded by active crowd as Gaussian process
Original language description
During numerical MC simulation of structure response convergence in distribution of output time functions describing deflections at selected point was observed. Note that the structure was loaded by active crowd only with almost negligible damping and that the asymptotic distribution was normal. With the fact that input processes are non-Gaussian, this is useful property that would simplify structure response estimation. Conditions under which convergence is reached are described and discussed with attempt for explanation.
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
2012
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 3rd Conference Nano and Macro Mechanics NMM 2012
ISBN
978-80-01-05097-2
ISSN
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e-ISSN
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Number of pages
8
Pages from-to
201-208
Publisher name
České vysoké učení technické v Praze, Fakulta stavební
Place of publication
Praha
Event location
Prague
Event date
Sep 20, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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