DocumentCode
3436881
Title
Notice of Retraction
A new solution method for non-probabilistic reliability model of linear structural system
Author
Ruixing Wang ; Xiaojun Wang
Author_Institution
Inst. of Solid Mech., Beihang Univ., Beijing, China
fYear
2013
fDate
15-18 July 2013
Firstpage
477
Lastpage
482
Abstract
Notice of Retraction
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Considering that the excessive sample data points are needed in the probabilistic method, non-probabilistic method can be a viable alternative of the uncertainty analysis. However, how to calculate non-probabilistic reliability precisely and quickly is always a difficult problem. In this paper, a new non-probabilistic reliability measurement for linear structural system is proposed and a common, ultimate expression of structure´s non-probabilistic reliability is obtained by the new measurement through the way of mathematical induction. The amount of the computation is highly reduced and the compatibility between the presented non-probabilistic safety measure and probability reliability is also demonstrated. Researches of comparisons between the new method and the existed non-probabilistic method are performed by a cantilever beam and a ten-bar planar truss structure. The results show the feasibility and validity of the proposed method.
After careful and considered review of the content of this paper by a duly constituted expert committee, this paper has been found to be in violation of IEEE´s Publication Principles.
We hereby retract the content of this paper. Reasonable effort should be made to remove all past references to this paper.
The presenting author of this paper has the option to appeal this decision by contacting TPII@ieee.org.
Considering that the excessive sample data points are needed in the probabilistic method, non-probabilistic method can be a viable alternative of the uncertainty analysis. However, how to calculate non-probabilistic reliability precisely and quickly is always a difficult problem. In this paper, a new non-probabilistic reliability measurement for linear structural system is proposed and a common, ultimate expression of structure´s non-probabilistic reliability is obtained by the new measurement through the way of mathematical induction. The amount of the computation is highly reduced and the compatibility between the presented non-probabilistic safety measure and probability reliability is also demonstrated. Researches of comparisons between the new method and the existed non-probabilistic method are performed by a cantilever beam and a ten-bar planar truss structure. The results show the feasibility and validity of the proposed method.
Keywords
bars; beams (structures); cantilevers; probability; reliability; safety; supports; cantilever beam; linear structural system; mathematical induction; nonprobabilistic reliability measurement; nonprobabilistic reliability model; nonprobabilistic safety measure; probabilistic method; ten-bar planar truss structure; uncertainty analysis; Probabilistic logic; Reliability engineering; Reliability theory; Safety; Stress; Structural beams; common expression; compatibility; linear structural system; non-probabilistic reliability; validity;
fLanguage
English
Publisher
ieee
Conference_Titel
Quality, Reliability, Risk, Maintenance, and Safety Engineering (QR2MSE), 2013 International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4799-1014-4
Type
conf
DOI
10.1109/QR2MSE.2013.6625627
Filename
6625627
Link To Document