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    Optimal Layout Theory: Allowance for selfweight

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 001
    Author:
    G. I. N. Rozvany
    ,
    C.‐M. Wang
    DOI: 10.1061/(ASCE)0733-9399(1984)110:1(66)
    Publisher: American Society of Civil Engineers
    Abstract: Structural layout theory is based on two underlying concepts, i.e., the Prager‐Shield theory of plastic design and the notion of “structural universe.” In this paper, optimal layout theory is extended to allow for the effect of selfweight (dead load). The proposed extension is of practical importance because in the design of long‐span structures selfweight is a significant load component and the total weight is strongly dependent on the choice of layout. The application of the modified optimality criteria is illustrated with examples of minimum weight grillages (truss grids) as well as plane frames. The degree of economy achieved is then demonstrated through comparisons with nonoptimal solutions. It is also shown that in the preceding examples both primal and dual formulations give the same minimum weight. This comparison is a convenient check on the optimality of the proposed solutions.
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      Optimal Layout Theory: Allowance for selfweight

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    contributor authorG. I. N. Rozvany
    contributor authorC.‐M. Wang
    date accessioned2017-05-08T22:06:57Z
    date available2017-05-08T22:06:57Z
    date copyrightJanuary 1984
    date issued1984
    identifier other%28asce%290733-9399%281984%29110%3A1%2866%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71653
    description abstractStructural layout theory is based on two underlying concepts, i.e., the Prager‐Shield theory of plastic design and the notion of “structural universe.” In this paper, optimal layout theory is extended to allow for the effect of selfweight (dead load). The proposed extension is of practical importance because in the design of long‐span structures selfweight is a significant load component and the total weight is strongly dependent on the choice of layout. The application of the modified optimality criteria is illustrated with examples of minimum weight grillages (truss grids) as well as plane frames. The degree of economy achieved is then demonstrated through comparisons with nonoptimal solutions. It is also shown that in the preceding examples both primal and dual formulations give the same minimum weight. This comparison is a convenient check on the optimality of the proposed solutions.
    publisherAmerican Society of Civil Engineers
    titleOptimal Layout Theory: Allowance for selfweight
    typeJournal Paper
    journal volume110
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1984)110:1(66)
    treeJournal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 001
    contenttypeFulltext
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