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contributor authorTracy Kijewski-Correa
contributor authorJohn Kilpatrick
contributor authorAhsan Kareem
contributor authorDae-Kun Kwon
contributor authorRachel Bashor
contributor authorMichael Kochly
contributor authorBradley S. Young
contributor authorAhmad Abdelrazaq
contributor authorJon Galsworthy
contributor authorNicholas Isyumov
contributor authorDave Morrish
contributor authorRobert C. Sinn
contributor authorWilliam F. Baker
date accessioned2017-05-08T20:59:38Z
date available2017-05-08T20:59:38Z
date copyrightOctober 2006
date issued2006
identifier other%28asce%290733-9445%282006%29132%3A10%281509%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/34658
description abstractTall buildings are one of the few constructed facilities whose design relies solely upon analytical and scaled models, which, though based upon fundamental mechanics and years of research and experience, has yet to be systematically validated in full scale. In response to this need, through the combined efforts of members of academe, a design firm and a commercial wind tunnel testing laboratory, a program was initiated to monitor the full-scale response of representative tall buildings and compare this to the predicted response from wind tunnels and finite-element models used commonly in design. As part of this monitoring program, in situ periods and damping ratios over a range of response amplitudes are also being evaluated. This paper provides an overview of the monitoring program, which includes three tall buildings in the city of Chicago, details their instrumentation and modeling, and provides an example of the full-scale response data analyses being conducted.
publisherAmerican Society of Civil Engineers
titleValidating Wind-Induced Response of Tall Buildings: Synopsis of the Chicago Full-Scale Monitoring Program
typeJournal Paper
journal volume132
journal issue10
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)0733-9445(2006)132:10(1509)
treeJournal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 010
contenttypeFulltext


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