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contributor authorY. M. Huang
contributor authorC. M. Krousgrill
contributor authorA. K. Bajaj
date accessioned2017-05-08T23:25:22Z
date available2017-05-08T23:25:22Z
date copyrightNovember, 1987
date issued1987
identifier issn0892-7219
identifier otherJMOEEX-28045#345_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/102805
description abstractThe dynamic response of a structure exhibiting nonlinear stiffness characteristics and excited by a nonzero mean oscillatory fluid flow is investigated. Both the method of averaging and a multi-frequency incremental harmonic balance approach are used in understanding the primary and secondary resonances in the response. Several parameter studies are presented where the results of these two methods are compared with those obtained by numerical integration and are discussed in detail. The results point to the need for a multi-frequency solution formulation for accurate representation of the response offset and to the difficulties of using the standard method of averaging formulation for investigation of secondary resonances in the response of this system.
publisherThe American Society of Mechanical Engineers (ASME)
titleNonlinear Response of a Dynamic System due to Oscillatory Flow
typeJournal Paper
journal volume109
journal issue4
journal titleJournal of Offshore Mechanics and Arctic Engineering
identifier doi10.1115/1.3257030
journal fristpage345
journal lastpage356
identifier eissn1528-896X
treeJournal of Offshore Mechanics and Arctic Engineering:;1987:;volume( 109 ):;issue: 004
contenttypeFulltext


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