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contributor authorBrun, Michele
contributor authorMovchan, Alexander B.
contributor authorJones, Ian S.
date accessioned2017-05-09T01:04:15Z
date available2017-05-09T01:04:15Z
date issued2013
identifier issn1048-9002
identifier othervib_135_4_041013.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/153616
description abstractThe paper presents a novel spectral approach, accompanied by an asymptotic model and numerical simulations for slender elastic systems such as long bridges or tall buildings. The focus is on asymptotic approximations of solutions by Bloch waves, which may propagate in a infinite periodic waveguide. Although the notion of passive mass dampers is conventional in the engineering literature, it is not obvious that an infinite waveguide problem is adequate for analysis of long but finite slender elastic systems. The formal mathematical treatment of a Bloch wave would reduce to a spectral analysis of equations of motion on an elementary cell of a periodic structure, with Bloch–Floquet quasiperiodicity conditions imposed on the boundary of the cell. Frequencies of some classes of standing waves can be estimated analytically. One of the applications discussed in the paper is the “dancing bridgeâ€‌ across the river Volga in Volgograd.
publisherThe American Society of Mechanical Engineers (ASME)
titlePhononic Band Gap Systems in Structural Mechanics: Finite Slender Elastic Structures and Infinite Periodic Waveguides
typeJournal Paper
journal volume135
journal issue4
journal titleJournal of Vibration and Acoustics
identifier doi10.1115/1.4023819
journal fristpage41013
journal lastpage41013
identifier eissn1528-8927
treeJournal of Vibration and Acoustics:;2013:;volume( 135 ):;issue: 004
contenttypeFulltext


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