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contributor authorLv, Hangyuan
contributor authorLeamy, Michael J.
date accessioned2022-02-05T22:10:48Z
date available2022-02-05T22:10:48Z
date copyright1/22/2021 12:00:00 AM
date issued2021
identifier issn1048-9002
identifier othervib_143_5_051012.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4277070
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.
publisherThe American Society of Mechanical Engineers (ASME)
titleDamping Frame Vibrations Using Anechoic Stubs: Analysis Using an Exact Wave-Based Approach
typeJournal Paper
journal volume143
journal issue5
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4049388
journal fristpage051012-1
journal lastpage051012-12
page12
treeJournal of Vibration and Acoustics:;2021:;volume( 143 ):;issue: 005
contenttypeFulltext


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