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contributor authorX. Y. Yang
contributor authorY. M. Xie
contributor authorG. P. Steven
contributor authorO. M. Querin
date accessioned2017-05-08T20:57:19Z
date available2017-05-08T20:57:19Z
date copyrightDecember 1999
date issued1999
identifier other%28asce%290733-9445%281999%29125%3A12%281432%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33122
description abstractThis paper presents an evolutionary method for structural topology optimization subject to frequency constraints. The evolutionary structural optimization (ESO) method is based on the idea that by gradually removing inefficient material, the residual shape of structure evolves toward an optimum. The method is further developed by allowing the material to be added as well as removed, and this new approach is called the bidirectional ESO method (BESO). BESO has been successfully used for problems of stress and stiffness/displacement constraints. Its application to frequency optimization is addressed in this paper. Three kinds of optimization objectives, namely, maximizing a single frequency, maximizing multiple frequencies, and designing structures with prescribed frequencies are considered. Four examples are tested by BESO and ESO. The objective functions yielded by the two methods are close, and BESO is computationally more efficient in most cases.
publisherAmerican Society of Civil Engineers
titleTopology Optimization for Frequencies Using an Evolutionary Method
typeJournal Paper
journal volume125
journal issue12
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(1999)125:12(1432)
treeJournal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 012
contenttypeFulltext


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