Stack Structure Response Under Wind and Technical Seismicity Effects
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F68407700%3A21610%2F03%3A07093788" target="_blank" >RIV/68407700:21610/03:07093788 - 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
Stack Structure Response Under Wind and Technical Seismicity Effects
Original language description
The paper is concerned with the verification analysis of the wind and technical seismicity response of a power plant stack structure. During two weeks the actual history of dynamic response of structure and direction and intensity of actual wind load wasmeasured, reported and processed by computer. The resulting frequencies and modes assumed by the design and with the dominant effect of technical seismicity on the site. In conclusion the standard requirements are compared with the actual results of measurements and their expansion to the design load.
Czech name
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Czech description
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Classification
Type
A - Audiovisual production
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
<a href="/en/project/GA103%2F03%2F0082" target="_blank" >GA103/03/0082: Nonlinear response of structures under extraordinary loads and man induced actions</a><br>
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2003
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
ISBN
80-86246-18-3
Place of publication
Praha
Publisher/client name
Not available
Version
Neuveden
Carrier ID
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