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    Improving Full-Scale Transmission Tower Design through Topology and Shape Optimization

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author:
    Kristina Shea
    ,
    Ian F. C. Smith
    DOI: 10.1061/(ASCE)0733-9445(2006)132:5(781)
    Publisher: American Society of Civil Engineers
    Abstract: Application of structural optimization to transmission tower design is facilitated since major costs such as material, transportation, erection, and maintenance are directly proportional to structural mass. In this paper, structural topology and shape annealing (STSA), a structural topology optimization method that combines structural grammars with simulated annealing, is applied to reduce the structural mass of an existing tower. STSA has previously been validated only on smaller-scale benchmark tasks. The challenges of extending STSA for application to full-scale design tasks are presented. Key results include a 16.7% mass reduction of the existing primary members through combined optimization of the tower envelope, joint locations, and discrete section sizes. Also, the tower configuration was optimized to have 16 fewer joints and 80 fewer primary members. Promising results for a practical, full-scale application serve to validate the STSA method for combined structural optimization of topology, shape and discrete section size.
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      Improving Full-Scale Transmission Tower Design through Topology and Shape Optimization

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    contributor authorKristina Shea
    contributor authorIan F. C. Smith
    date accessioned2017-05-08T20:59:50Z
    date available2017-05-08T20:59:50Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290733-9445%282006%29132%3A5%28781%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34797
    description abstractApplication of structural optimization to transmission tower design is facilitated since major costs such as material, transportation, erection, and maintenance are directly proportional to structural mass. In this paper, structural topology and shape annealing (STSA), a structural topology optimization method that combines structural grammars with simulated annealing, is applied to reduce the structural mass of an existing tower. STSA has previously been validated only on smaller-scale benchmark tasks. The challenges of extending STSA for application to full-scale design tasks are presented. Key results include a 16.7% mass reduction of the existing primary members through combined optimization of the tower envelope, joint locations, and discrete section sizes. Also, the tower configuration was optimized to have 16 fewer joints and 80 fewer primary members. Promising results for a practical, full-scale application serve to validate the STSA method for combined structural optimization of topology, shape and discrete section size.
    publisherAmerican Society of Civil Engineers
    titleImproving Full-Scale Transmission Tower Design through Topology and Shape Optimization
    typeJournal Paper
    journal volume132
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2006)132:5(781)
    treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    contenttypeFulltext
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