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dc.contributor.authorLv, Hangyuan
dc.contributor.authorLeamy, Michael J.
dc.date.accessioned2022-02-05T22:10:48Z
dc.date.available2022-02-05T22:10:48Z
dc.date.copyright1/22/2021 12:00:00 AM
dc.date.issued2021
dc.identifier.issn1048-9002
dc.identifier.othervib_143_5_051012.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4277070
dc.description.abstractThis paper explores the addition of small stubs with anechoic terminations (termed herein “anechoic stubs”) as a means of damping and/or removing vibration modes from planar frame structures. Due to the difficulties associated with representing anechoic boundary conditions in more traditional analysis approaches (e.g., analytical, finite element, finite difference, and finite volume), the paper employs and further develops an exact wave-based approach, incorporating Timoshenko beams, in which ideal and non-ideal anechoic terminations are simply represented by a reflection matrix. Several numerically evaluated examples are presented documenting novel effects anechoic stubs have on the vibration modes of a two-story frame, such as eliminated, inserted, and exchanged mode shapes. Modal damping ratios are also computed as a function of the location and number of anechoic stubs, illustrating optimal locations and optimal reflection ratios as a function of mode number. Forced vibration studies are then carried out, demonstrating reduced, eliminated, and inserted resonance response.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleDamping Frame Vibrations Using Anechoic Stubs: Analysis Using an Exact Wave-Based Approach
dc.typeJournal Paper
dc.journal.volume143
dc.journal.issue5
dc.journal.titleJournal of Vibration and Acoustics
dc.identifier.doi10.1115/1.4049388
dc.journal.fristpage051012-1
dc.journal.lastpage051012-12
dc.page12
dc.treeJournal of Vibration and Acoustics:;2021:;volume( 143 ):;issue: 005
dc.contenttypeFulltext


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