Show simple item record

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


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record