Slender bridge analysis structure expose to the wind load

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F09%3APU85923" target="_blank" >RIV/00216305:26110/09:PU85923 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
čeština
Original language name
Analýza štíhlé mostní konstrukce zatížené větrem
Original language description
The paper deals with the calculation of suspension bridge exposed to the wind action. Wind load was considered as a static but also as time dependent one. The static analysis follows the calculation based on design code. Natural frequencis with the initial stress state effect preceded the dynamic analysis. For the calculation program ansys ANSYS based on finite element method was used.
Czech name
Analýza štíhlé mostní konstrukce zatížené větrem
Czech description
The paper deals with the calculation of suspension bridge exposed to the wind action. Wind load was considered as a static but also as time dependent one. The static analysis follows the calculation based on design code. Natural frequencis with the initial stress state effect preceded the dynamic analysis. For the calculation program ansys ANSYS based on finite element method was used.

Project
<a href="/en/project/GA103%2F09%2F1258" target="_blank" >GA103/09/1258: Theory and real behaviour of the structure elements, parts and concrete-steel load carrying systems</a><br>
Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)

Publication year
2009
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
JUNIORSTAV 2009, 11. Odborná konference doktorského studia
ISBN
978-80-214-3810-1
ISSN
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e-ISSN
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Number of pages
7
Pages from-to
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Publisher name
Neuveden
Place of publication
Brno, Česká republika
Event location
Brno
Event date
Feb 4, 2009
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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