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contributor authorChun S. Cai
contributor authorPedro Albrecht
contributor authorHarold R. Bosch
date accessioned2017-05-08T21:24:44Z
date available2017-05-08T21:24:44Z
date copyrightAugust 1999
date issued1999
identifier other%28asce%291084-0702%281999%294%3A3%28181%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50447
description abstractThe practical applications of the finite-element software developed in Part I of this paper are demonstrated by analyzing the aerodynamic response of two prototype bridges, the Luling Bridge with a streamlined section, and the Deer Isle Bridge with a bluff section. In the Luling Bridge analysis, the self-excited forces are treated as random quantities and the wind turbulence effect is simulated with random parametric excitation analysis. In the Deer Isle Bridge flutter analysis, the self-excited forces are treated as deterministic quantities and the wind turbulence effect is included in the flutter derivatives measured in turbulent wind.
publisherAmerican Society of Civil Engineers
titleFlutter and Buffeting Analysis. II: Luling and Deer Isle Bridges
typeJournal Paper
journal volume4
journal issue3
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)1084-0702(1999)4:3(181)
treeJournal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
contenttypeFulltext


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