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contributor authorW. M. Jenkins
date accessioned2017-05-08T20:54:27Z
date available2017-05-08T20:54:27Z
date copyrightNovember 1992
date issued1992
identifier other%28asce%290733-9445%281992%29118%3A11%283103%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/31292
description abstractA computational environment suitable for optimum design of structures in the general class of plane frames is described. Design optimization is based on the use of a genetic algorithm in which a population of individual designs is changed generation by generation applying principles of natural selection and survival of the fittest. The fitness of a design is assessed using an objective function in which violations of design constraints are penalized. Facilities are provided for automatic data editing and reanalysis of the structure. The environment is particularly useful when parametric studies are required. The use of the environment is illustrated in a study of a cable‐stayed bridge structure.
publisherAmerican Society of Civil Engineers
titlePlane Frame Optimum Design Environment Based on Genetic Algorithm
typeJournal Paper
journal volume118
journal issue11
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1992)118:11(3103)
treeJournal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 011
contenttypeFulltext


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