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contributor authorE. J. Haug
contributor authorT. T. Feng
contributor authorJ. S. Arora
date accessioned2017-05-08T23:05:28Z
date available2017-05-08T23:05:28Z
date copyrightApril, 1978
date issued1978
identifier issn1050-0472
identifier otherJMDEDB-27968#311_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/91411
description abstractA state space method of optimal design of structures under transient dynamic excitation is developed and three problems are solved. It is shown that exploitation of the mathematical form of the equations of structural dynamics leads to significant computational efficiencies. A factor of five reduction in computing time is shown to be achievable, relative to more conventional nonlinear programming methods.
publisherThe American Society of Mechanical Engineers (ASME)
titleSensitivity Analysis and Optimization of Structures for Dynamic Response
typeJournal Paper
journal volume100
journal issue2
journal titleJournal of Mechanical Design
identifier doi10.1115/1.3453917
journal fristpage311
journal lastpage318
identifier eissn1528-9001
keywordsStructural dynamics
keywordsDesign
keywordsOptimization
keywordsDynamic response
keywordsEquations
keywordsNonlinear programming AND Sensitivity analysis
treeJournal of Mechanical Design:;1978:;volume( 100 ):;issue: 002
contenttypeFulltext


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