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- W751974516 abstract "The major thrust of the present research is to develop realistic problem formulations for optimum design of transmission line structures subjected to dynamic loads. Although an H-Frame pole presented in ASCE (1990) is used for demonstration purposes, other types of pole structures and towers can be treated in similar ways. Formulations for optimum design of the problem are presented by increasing the number of design variables and/or by changing the cost function. The structure is subjected to an earthquake record and nonlinear time history analysis is performed. Members are allowed to deform plastically. Since all the formulations involve discrete design variables, a genetic algorithm that is suitable for solving such problems is used to search for optimal designs. From the results, it is observed that designs obtained with nonlinear time history analysis of the example structure are cheaper than the ones obtained with linear analysis. This conclusion cannot be generalized, however. Also, better solutions are found as the number of design variables is increased. Details of the formulation and solutions are presented in Kocer and Arora (1998); they are only summarized here." @default.
- W751974516 created "2016-06-24" @default.
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- W751974516 date "1999-01-01" @default.
- W751974516 modified "2023-09-26" @default.
- W751974516 title "Optimal Design of Transmission Line Structures for Earthquake Loads Using a Genetic Algorithm" @default.
- W751974516 hasPublicationYear "1999" @default.
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