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contributor authorJunxin Wang
contributor authorCunming Ma
contributor authorElena Dragomirescu
contributor authorXin Chen
contributor authorYang Yang
date accessioned2022-01-31T23:45:59Z
date available2022-01-31T23:45:59Z
date issued3/1/2021
identifier other%28ASCE%29ST.1943-541X.0002949.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4270319
description abstractWind tunnel tests were carried employing two different free-stream turbulent flow fields and one harmonic vertical gust profile conditions, and pressure measurements of the buffeting force on six separated strips of a flat closed-box bridge-deck section model were recorded. Two-dimensional aerodynamic admittance functions (2D-AAF) were obtained using one- and two-wavenumber computational theory, respectively. An empirical expression for determining the 2D-AAF for flat closed-box bridge decks in free-stream turbulence was proposed based on the extensive results of the experimental data. This study indicates that the 2D-AAF of the flat closed-box bridge deck is higher than the Sears function in the low-frequency range, and the aerodynamic admittance remains almost constant for reduced frequencies in the range of 0–0.145. For a given bridge section, its 2D-AAF is unique and related only to the geometry of the deck cross section, regardless of whether or not the strip assumption is valid. The fluctuating pressure near the leading edge of the bridge deck in the harmonic vertical gust was obviously much larger than that obtained in free-stream turbulent wind fields, which significantly affects the magnitude of the lift force.
publisherASCE
titleTwo-Dimensional Aerodynamic Admittance of a Flat Closed-Box Bridge
typeJournal Paper
journal volume147
journal issue3
journal titleJournal of Structural Engineering
identifier doi10.1061/(ASCE)ST.1943-541X.0002949
journal fristpage04020359-1
journal lastpage04020359-13
page13
treeJournal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 003
contenttypeFulltext


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