Structures on Elastic Foundation Solved via SBRA Method ? Part 1

Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F61989100%3A27230%2F12%3A86084806" target="_blank" >RIV/61989100:27230/12:86084806 - isvavai.cz</a>
Result on the web
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DOI - Digital Object Identifier
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Result language
angličtina
Original language name
Structures on Elastic Foundation Solved via SBRA Method ? Part 1
Original language description
This paper is focused on the solutions of simple beams continually supported by an elastic (Winkler's) foundation. The foundation contains longitudinal variability. For the calculation of deflections and bending stresses some analytical procedures (approximate solution in the form of polynomial function) are derived and probabilistic approaches (SBRA - Simulation-Based Reliability Assessment Method, i.e. Monte-Carlo simulations, AntHill software) are applied. Probabilistic approach includes influences of variability of load, shape and material of the beam, and variability of modulus of the foundation. Probabilistic approach is used for the assessing the reliability and calculation of safety of the beam. In conclusions, there are noted other referencesfocused on the structures on elastic foundation.
Czech name
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Czech description
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Publication year
2012
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Article name in the collection
Spolehlivost konstrukcí : (SBRA - Simulation Based Reliability Assessment of Structures) : XIII. celostátní konference se zahraniční účastí : Praha, 25. května 2012
ISBN
978-80-261-0116-1
ISSN
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e-ISSN
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Number of pages
6
Pages from-to
27-32
Publisher name
Západočeská univerzita v Plzni
Place of publication
Plzeň
Event location
Praha
Event date
May 25, 2012
Type of event by nationality
EUR - Evropská akce
UT code for WoS article
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