Evaluation of a reliability index for steel trusses to the deflection criterion with interval uncertainty of data
- Authors: Solovev S.A.1, Inkov A.E.1, Soloveva A.A.1
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Affiliations:
- Vologda State University
- Issue: Vol 19, No 1 (2023)
- Pages: 46-55
- Section: Analysis and design of building structures
- URL: https://journals.rudn.ru/structural-mechanics/article/view/34421
- DOI: https://doi.org/10.22363/1815-5235-2023-19-1-46-55
- EDN: https://elibrary.ru/DURVQB
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Abstract
The authors describe a new approach to evaluation the reliability index of steel trusses by the criterion of deflection considering the uncertainty of random variables expressed in the interval form. Classical probabilistic-statistical methods of structural reliability analysis require the choice and justification of the cumulative distribution functions for random variables and its parameters. Subjective acceptance of statistical hypotheses can lead to large errors in the structural reliability analysis. In this study, it is proposed to represent random variables in the interval form that characterize the boundaries of their variability. Such intervals can be obtained as tolerances by the technical documentation, can be based on the construction experience or can be got by data analyzing. The Vysochansky - Petunin inequality is used to obtain the limits of variability of a random variable without a hypothesis about a specific probability distribution function. The reliability analysis of bar-systems is complicated due to the uncertainty of the data in each element of the system. For the engineering solution of this problem, an analytical approach to the optimization problem is offered. The truss reliability index can be used to compare several design solutions in a quantitative form according to the criterion of operational safety.
About the authors
Sergey A. Solovev
Vologda State University
Email: solovevsa@vogu35.ru
ORCID iD: 0000-0001-7083-7963
SPIN-code: 4738-8927
Candidate of Technical Sciences, Associate Professor of the Industrial and Civil Engineering Department
15 Lenina St, Vologda, 160000, Russian FederationAlexander E. Inkov
Vologda State University
Author for correspondence.
Email: inkovaie@vogu35.ru
ORCID iD: 0000-0002-7034-8606
SPIN-code: 7977-7778
postgraduate student, Assistant of the Department of Industrial and Civil Engineering
15 Lenina St, Vologda, 160000, Russian FederationAnastasia A. Soloveva
Vologda State University
Email: solovevaaa@vogu35.ru
ORCID iD: 0000-0002-5285-5882
SPIN-code: 5162-9279
postgraduate student, lecturer of the Department of Industrial and Civil Engineering
15 Lenina St, Vologda, 160000, Russian FederationReferences
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