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contributor authorJingjing
contributor authorWang
contributor authorNicholas E.
contributor authorWierschem
contributor authorBillie F.
contributor authorSpencer
contributor authorJr.
contributor authorXilin
contributor authorLu
date accessioned2017-05-08T22:05:55Z
date available2017-05-08T22:05:55Z
date copyrightJanuary 2015
date issued2015
identifier other26131614.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/71270
description abstractA new type of nonlinear energy sink (NES), termed a track NES, is proposed in this paper. The shape of the track over which the auxiliary mass moves determines the character of the nonlinear restoring force for the NES. After deriving the equations of motion for the track NES, numerical optimization is carried out for the system implemented in a two-degree-of-freedom primary structure. The optimization results are in the track shape of a fourth-order polynomial. The performance of the track NES is compared with an equivalent tuned mass damper (TMD) and the Type I NES, which utilizes a cubic restoring force. The results of this comparison show that the attenuation observed with the track NES is competitive with the Type I NES and is more robust against changes in the underlying structure than the TMD. Moreover, the track NES is more scalable and offers greater flexibility in prescribing the associated nonlinear restoring force.
publisherAmerican Society of Civil Engineers
titleTrack Nonlinear Energy Sink for Rapid Response Reduction in Building Structures
typeJournal Paper
journal volume141
journal issue1
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0000824
treeJournal of Engineering Mechanics:;2015:;Volume ( 141 ):;issue: 001
contenttypeFulltext


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