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Paper Information

Journal:   AMIRKABIR   Fall 2003 , Volume 14 , Number 56-B; Page(s) 239 To 240.
 
Paper: 

APPLICATION OF EXPERT SYSTEMS IN DAMAGE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES

 
 
Author(s):  FAZEL ZARANDI M.H., SOBHANI J.
 
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Abstract: 

Expert systems are receiving great attentions in construction industry to support decision making processes in diagnostics design repair and rehabilitation of the structures. Although several expert systems have been examined in engineering since the 1970s their applications in construction industry are rare. This was largely due to the lack of expert system tools available to represent the domain knowledge. Lack of flexibility applicability and robustness of the classical models have forced the scientists to discover the ability of the expert systems in problem solving of civil engineering. This paper presents an expert system for diagnosis the deterioration of concrete structures. This expert system emphasizes on cracking distress in reinforced concrete elements. A case study has been presented to examine and evaluate the proposed expert system. The system demonstrates a straightforward method for diagnosing the cause of reinforced concrete elements cracking

 
Keyword(s): REINFORCED CONCRETE DAMAGE ASSESSMENT, EXPERT SYSTEM, RULE-BASED
 
 
References: 
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+ Click to Cite.
APA: Copy

FAZEL ZARANDI, M., & SOBHANI, J. (2003). APPLICATION OF EXPERT SYSTEMS IN DAMAGE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES. AMIRKABIR, 14(56-B), 239-240. https://www.sid.ir/en/journal/ViewPaper.aspx?id=3121



Vancouver: Copy

FAZEL ZARANDI M.H., SOBHANI J.. APPLICATION OF EXPERT SYSTEMS IN DAMAGE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES. AMIRKABIR. 2003 [cited 2021May15];14(56-B):239-240. Available from: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3121



IEEE: Copy

FAZEL ZARANDI, M., SOBHANI, J., 2003. APPLICATION OF EXPERT SYSTEMS IN DAMAGE ASSESSMENT OF REINFORCED CONCRETE STRUCTURES. AMIRKABIR, [online] 14(56-B), pp.239-240. Available: https://www.sid.ir/en/journal/ViewPaper.aspx?id=3121.



 
 
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