A comparison of sensitivity analyses for selected prestressed concrete structures
The result's identifiers
Result code in IS VaVaI
<a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F18%3APU128809" target="_blank" >RIV/00216305:26110/18:PU128809 - isvavai.cz</a>
Result on the web
<a href="https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201700291" target="_blank" >https://onlinelibrary.wiley.com/doi/abs/10.1002/suco.201700291</a>
DOI - Digital Object Identifier
<a href="http://dx.doi.org/10.1002/suco.201700291" target="_blank" >10.1002/suco.201700291</a>
Alternative languages
Result language
angličtina
Original language name
A comparison of sensitivity analyses for selected prestressed concrete structures
Original language description
Three sensitivity analysis methods are employed to achieve the optimum selection of the dominant random variables of selected concrete structures. The first of these methods uses the nonparametric rank‐order statistical correlation between the basic random input variables and the structural response output variable. The second is neural network ensemble‐based sensitivity analysis and the last of them is sensitivity analysis in terms of coefficient of variation. All of the methods were utilized and compared for two selected concrete structures: a prestressed concrete bridge made of MPD girders, and T‐shaped prestressed concrete roof girder. The obtained information was used to set up a stochastic model and response surfaces in an optimum manner and was employed in the subsequent determination of selected uncertain design parameters followed by load‐bearing capacity and reliability assessment.
Czech name
—
Czech description
—
Classification
Type
J<sub>imp</sub> - Article in a specialist periodical, which is included in the Web of Science database
CEP classification
—
OECD FORD branch
20102 - Construction engineering, Municipal and structural engineering
Result continuities
Project
Result was created during the realization of more than one project. More information in the Projects tab.
Continuities
P - Projekt vyzkumu a vyvoje financovany z verejnych zdroju (s odkazem do CEP)
Others
Publication year
2019
Confidentiality
S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů
Data specific for result type
Name of the periodical
Structural Concrete
ISSN
1464-4177
e-ISSN
1751-7648
Volume of the periodical
20
Issue of the periodical within the volume
1
Country of publishing house
DE - GERMANY
Number of pages
14
Pages from-to
38-51
UT code for WoS article
000459967500005
EID of the result in the Scopus database
2-s2.0-85062289810