DocumentCode
1933676
Title
Notice of Retraction
The proof load method´s validity study in the evaluation of structure reliability
Author
Hao Huang
Author_Institution
Dept. of Building Eng., Tongji Univ., Shanghai, China
Volume
9
fYear
2010
fDate
9-11 July 2010
Firstpage
802
Lastpage
805
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.
The statistical inference of structural resistance includes not only the analysis to the structural reliability, but also the important contents in assessment of the degree of structural reliability. At present, the analysis to resistance basically belongs to the method of indirect inference, which is influenced by various factors such as computational model, statistical sample, the size of space and so on so as to limit the precise degree of inference results. Proof load method is a method to directly infer structural resistance, while the method of indirect inference has the advantage on theory. In this paper, the information of resistance offered by proof load is adopted directly to make analysis and inference so as to search for the application of proof load in the assessment of structural reliability.
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.
The statistical inference of structural resistance includes not only the analysis to the structural reliability, but also the important contents in assessment of the degree of structural reliability. At present, the analysis to resistance basically belongs to the method of indirect inference, which is influenced by various factors such as computational model, statistical sample, the size of space and so on so as to limit the precise degree of inference results. Proof load method is a method to directly infer structural resistance, while the method of indirect inference has the advantage on theory. In this paper, the information of resistance offered by proof load is adopted directly to make analysis and inference so as to search for the application of proof load in the assessment of structural reliability.
Keywords
reliability; structural engineering; proof load method; statistical inference; structural resistance; structure reliability evaluation; Argon; Capacity planning; Reliability; assessment of reliability; proof load method; structure;
fLanguage
English
Publisher
ieee
Conference_Titel
Computer Science and Information Technology (ICCSIT), 2010 3rd IEEE International Conference on
Conference_Location
Chengdu
Print_ISBN
978-1-4244-5537-9
Type
conf
DOI
10.1109/ICCSIT.2010.5563811
Filename
5563811
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