The Problems Of Probabilistic Approaches To Structural Stability
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F02%3APU34294" target="_blank" >RIV/00216305:26110/02:PU34294 - 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
The Problems Of Probabilistic Approaches To Structural Stability
Original language description
In this paper the contemporary of linking between structural stability analysis and design code procedures are discussed especially from the point of view of the probabilistic approaches that in general are assigning for resulting specified level of structure reliability. The presented probabilistic parameter study illustrate the oinfluence of various partial safety factors of loads and material upon the corresponding dimension and reliability index of steel compression member. The statistical and probaabilistic approaches present an efficient instrument for verification and calibration of lucid provisions used in design practice.
Czech name
Problémy pravděpodobnostního přístupu ke stabilitě konstrukce
Czech description
Příspěvek pojednává o problémech pravděpodobnostního přístupu ke stabilitě konstrukce.
Classification
Type
D - Article in proceedings
CEP classification
JM - Structural engineering
OECD FORD branch
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Result continuities
Project
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Continuities
Z - Vyzkumny zamer (s odkazem do CEZ)
Others
Publication year
2002
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 15th ASCE Engineering Mechanics Conference
ISBN
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ISSN
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e-ISSN
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Number of pages
4
Pages from-to
448-451
Publisher name
Columbia University
Place of publication
New York, USA
Event location
Columbia University, New York, NY
Event date
Jun 2, 2002
Type of event by nationality
WRD - Celosvětová akce
UT code for WoS article
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