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contributor authorK. Shea
contributor authorS. J. Fenves
contributor authorJ. Cagan
date accessioned2017-05-08T23:54:12Z
date available2017-05-08T23:54:12Z
date copyrightSeptember, 1997
date issued1997
identifier issn1050-0472
identifier otherJMDEDB-27647#388_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/119109
description abstractA shape annealing approach to truss topology design is presented that considers the tradeoff between the mass of the structure and the grouping of members, where all members of a group are given the same size. The problem of optimal grouping involves finding a structural design with an optimal number of groups and the optimal sizes for each group. In this paper cross-sectional area is considered as the measure of group size. Designs incorporating multiple members with the same cross-sectional area are advantageous when considering the cost of purchasing and fabricating materials. The shape annealing method is used as an approach to solve this problem by incorporating a method for dynamic grouping of members based on cross-sectional area that creates a tradeoff between mass and the number of groups through a weighted objective function that includes a group penalty function. This method is demonstrated on transmission tower and general truss problems.
publisherThe American Society of Mechanical Engineers (ASME)
titleA Shape Annealing Approach to Optimal Truss Design With Dynamic Grouping of Members
typeJournal Paper
journal volume119
journal issue3
journal titleJournal of Mechanical Design
identifier doi10.1115/1.2826360
journal fristpage388
journal lastpage394
identifier eissn1528-9001
keywordsAnnealing
keywordsTrusses (Building)
keywordsDesign
keywordsShapes
keywordsTopology
keywordsPower transmission towers and poles AND Structural design
treeJournal of Mechanical Design:;1997:;volume( 119 ):;issue: 003
contenttypeFulltext


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