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    Expert System for Optimum Design of Concrete Structures

    Source: Journal of Computing in Civil Engineering:;1993:;Volume ( 007 ):;issue: 002
    Author:
    R. Ramesh Reddy
    ,
    Ashok Gupta
    ,
    R. P. Singh
    DOI: 10.1061/(ASCE)0887-3801(1993)7:2(146)
    Publisher: American Society of Civil Engineers
    Abstract: Optimization of concrete structures at the conceptual design stage has been based so far on informal methods. The designer would use his expertise, which is often heuristic, to find optimum solutions. The optimization at the design realization stage is usually achieved by making use of numerical techniques. The minimum‐weight approach used in steel structures is not valid for concrete structures because of different costs for steel, concrete, form work, and work force. In this paper, a formal method is proposed for the cost optimization of reinforced‐concrete structures. A cost function has been derived to estimate the optimum sizes of members at the conceptual design stage. An expert system, called EXFORM, was developed for the cost‐optimum design of reinforced‐concrete members. EXFORM makes use of cost function along with heuristic knowledge of the designer. The scope of the work is extended to the design of columns, beams, and slabs.
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      Expert System for Optimum Design of Concrete Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/42752
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    contributor authorR. Ramesh Reddy
    contributor authorAshok Gupta
    contributor authorR. P. Singh
    date accessioned2017-05-08T21:12:27Z
    date available2017-05-08T21:12:27Z
    date copyrightApril 1993
    date issued1993
    identifier other%28asce%290887-3801%281993%297%3A2%28146%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/42752
    description abstractOptimization of concrete structures at the conceptual design stage has been based so far on informal methods. The designer would use his expertise, which is often heuristic, to find optimum solutions. The optimization at the design realization stage is usually achieved by making use of numerical techniques. The minimum‐weight approach used in steel structures is not valid for concrete structures because of different costs for steel, concrete, form work, and work force. In this paper, a formal method is proposed for the cost optimization of reinforced‐concrete structures. A cost function has been derived to estimate the optimum sizes of members at the conceptual design stage. An expert system, called EXFORM, was developed for the cost‐optimum design of reinforced‐concrete members. EXFORM makes use of cost function along with heuristic knowledge of the designer. The scope of the work is extended to the design of columns, beams, and slabs.
    publisherAmerican Society of Civil Engineers
    titleExpert System for Optimum Design of Concrete Structures
    typeJournal Paper
    journal volume7
    journal issue2
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(1993)7:2(146)
    treeJournal of Computing in Civil Engineering:;1993:;Volume ( 007 ):;issue: 002
    contenttypeFulltext
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