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Fuzzy Logic Based Condition Rating of Existing Reinforced Concrete Bridges

IR@SERC: CSIR-Structural Engineering Research Centre, Chennai

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Title Fuzzy Logic Based Condition Rating of Existing Reinforced Concrete Bridges
 
Creator Saptarshi Sasmal
Ramanjaneyulu, K.
Gopalakrishnan, N.
Lakshmanan, N.
 
Subject Bridges, concrete
Concrete, reinforced
Inspection
Fuzzy sets
 
Description Fuzzy logic is a means for modeling the uncertainty involved in describing an event/result using natural language. The fuzzy logic approach would be particularly useful for remedying the uncertainties and imprecision in bridge inspectors’ observations. This study explores the possibilities of using fuzzy mathematics for condition assessment and rating of bridges, developing a systematic procedure and formulations for rating existing bridges using fuzzy mathematics. Computer programs developed from formulations presented in this paper are used for evaluating the rating of existing bridges, and the details are presented in the paper. In this approach, the entire bridge has been divided into three major components—deck, superstructure, and substructure—each of which is further subdivided into a number of elements. Using fuzzy mathematics in combination with an eigenvector-based priority setting approach, the resultant rating set for the bridge has been evaluated based on the specified ratings and importance factors for all the elements of the bridge. Then the defuzzified value of the resultant rating fuzzy set becomes the rating value for the bridge as a whole. It is argued that the methodology presented in this paper would help the decision makers/bridge inspectors immensely.
 
Date 2009
2009
2006
 
Type Article
 
Identifier Journal of Performance of Constructed Facilities, Vol.20, No.3, August 1, 2006, pp.261–273
http://hdl.handle.net/123456789/41
 
Language en
 
Rights It is tried to respect the rights of the copyright holders to the best of the knowledge. If it is brought to our notice that the rights are violated then the item would be withdrawn.
 
Publisher American Society of Civil Engineers (ASCE)