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contributor authorFatma Y. Kocer
contributor authorJasbir S. Arora
date accessioned2017-05-08T20:56:09Z
date available2017-05-08T20:56:09Z
date copyrightNovember 1996
date issued1996
identifier other%28asce%290733-9445%281996%29122%3A11%281347%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/32369
description abstractDesign of steel transmission poles is formulated as an optimization problem by identifying design variables, a cost function, and constraints. Nonlinearities in structural response calculations due to large deflections are included in the formulation. An example problem available in the literature is solved and the solution is compared with the published one. Several other cases of the example are solved to investigate the effect of certain parameters on optimal design as well as to show the flexibility of the optimal design process. Based on the results of this study, it is concluded that the optimal design process can give more economic designs compared to the conventional design process. Once the optimal design problem is formulated and implemented into a software, many variations in the problem conditions and parameters can be studied in a relatively short time, which can lead to better designs.
publisherAmerican Society of Civil Engineers
titleOptimal Design of Steel Transmission Poles
typeJournal Paper
journal volume122
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1996)122:11(1347)
treeJournal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 011
contenttypeFulltext


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