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dc.contributor.authorGómez, S. S.
dc.contributor.authorMetrikine, A. V.
dc.date.accessioned2019-03-17T10:43:05Z
dc.date.available2019-03-17T10:43:05Z
dc.date.copyright9/10/2018 12:00:00 AM
dc.date.issued2019
dc.identifier.issn1048-9002
dc.identifier.othervib_141_01_011013.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4256279
dc.description.abstractIn this paper, the energy dissipated in a tall building is identified by means of the energy flow analysis. This approach allows assessing energy dissipation within a specific domain or element of the structure. In this work, the focus is placed on the superstructure, which is the part of the building above the ground, and on the foundation. Damping operators for the superstructure and the foundation are formulated based on the identified energy dissipation in these parts of the building. The obtained damping operators are used to compute the modal damping ratios in a simplified model of the building. The modal damping ratios of the three lowest modes of vibration are compared to those identified in full-scale measurements by means of the half-power bandwidth method.
dc.publisherThe American Society of Mechanical Engineers (ASME)
dc.titleThe Energy Flow Analysis as a Tool for Identification of Damping in Tall Buildings Subjected to Wind: Contributions of the Foundation and the Building Structure
dc.typeJournal Paper
dc.journal.volume141
dc.journal.issue1
dc.journal.titleJournal of Vibration and Acoustics
dc.identifier.doi10.1115/1.4040975
dc.journal.fristpage11013
dc.journal.lastpage011013-11
dc.treeJournal of Vibration and Acoustics:;2019:;volume( 141 ):;issue: 001
dc.contenttypeFulltext


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