DocumentCode
3299076
Title
Notice of Retraction
Structural Reliability Calculation Based on JC Method
Author
Wang Chang-long
Author_Institution
Sch. of Civil Eng., Hebei Univ. of Eng., Handan, China
fYear
2009
fDate
11-12 July 2009
Firstpage
449
Lastpage
452
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.
In order to make a set of complete theoretical calculation methods of structure design on crest spillway of face rockfill dam, proposed from view of the mechanical point, according to stability analysis of chute bottom slab for crest spillway of face rockfill dam, obtained the anti-slide stable performance function, used computer program of JC method to calculate structural reliability. Applications showed the theoretical design method can further improve the structure design theory of crest spillway of face rockfill dam, it can achieve the better and credible calculating results, provide the reference for future engineering applications.
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.
In order to make a set of complete theoretical calculation methods of structure design on crest spillway of face rockfill dam, proposed from view of the mechanical point, according to stability analysis of chute bottom slab for crest spillway of face rockfill dam, obtained the anti-slide stable performance function, used computer program of JC method to calculate structural reliability. Applications showed the theoretical design method can further improve the structure design theory of crest spillway of face rockfill dam, it can achieve the better and credible calculating results, provide the reference for future engineering applications.
Keywords
dams; design engineering; mechanical stability; reliability; slabs; structural engineering computing; JC method; chute bottom slabs; computer program; crest spillway; face rockfill dam; stability analysis; structural reliability calculation; structure design theory; Application software; Concrete; Design engineering; Design methodology; Filling; Floors; Reliability engineering; Reliability theory; Slabs; Stability analysis; JC method; reliability; rockfill dam; spillway; structure design;
fLanguage
English
Publisher
ieee
Conference_Titel
Services Science, Management and Engineering, 2009. SSME '09. IITA International Conference on
Conference_Location
Zhangjiajie
Print_ISBN
978-0-7695-3729-0
Type
conf
DOI
10.1109/SSME.2009.72
Filename
5233252
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