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    Mathematical Programming in Structural Design

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author:
    Scott A. Burns
    ,
    Subramanian Ramamurthy
    DOI: 10.1061/(ASCE)0733-9445(1983)109:7(1669)
    Publisher: American Society of Civil Engineers
    Abstract: A technique is presented for convenient implementation of mathematical programming in structural design developing what is termed a “generalized formulation.” It is shown that once a generalized formulation has been created for a particular structure, it can be used to design many similar structures without having to reformulate the problem. A simple plate girder example is used to introduce the concept of generalized formulations using the computer program IGGP, a program based on the Generalized Geometric Programming method. A generalized formulation is then developed for the design of a simply‐supported composite highyway bridge with steel stringers and concrete slab. An example solution is also presented.
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      Mathematical Programming in Structural Design

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    http://yetl.yabesh.ir/yetl1/handle/yetl/29043
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    contributor authorScott A. Burns
    contributor authorSubramanian Ramamurthy
    date accessioned2017-05-08T20:50:44Z
    date available2017-05-08T20:50:44Z
    date copyrightJuly 1983
    date issued1983
    identifier other%28asce%290733-9445%281983%29109%3A7%281669%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29043
    description abstractA technique is presented for convenient implementation of mathematical programming in structural design developing what is termed a “generalized formulation.” It is shown that once a generalized formulation has been created for a particular structure, it can be used to design many similar structures without having to reformulate the problem. A simple plate girder example is used to introduce the concept of generalized formulations using the computer program IGGP, a program based on the Generalized Geometric Programming method. A generalized formulation is then developed for the design of a simply‐supported composite highyway bridge with steel stringers and concrete slab. An example solution is also presented.
    publisherAmerican Society of Civil Engineers
    titleMathematical Programming in Structural Design
    typeJournal Paper
    journal volume109
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1983)109:7(1669)
    treeJournal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 007
    contenttypeFulltext
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