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contributor authorZhi-hong Zhang
contributor authorYukio Tamura
date accessioned2017-05-09T00:22:56Z
date available2017-05-09T00:22:56Z
date copyrightJuly, 2007
date issued2007
identifier issn1555-1415
identifier otherJCNDDM-25622#218_1.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/135322
description abstractThis paper presents preliminary results of an aeroelastic wind tunnel test on a cable dome. The structural design of the model is given in detail. Similarity requirements based on dimensional analysis are discussed, including Froude number, Cauchy number, and Scruton number. Structural tests are conducted on the aeroelastic model. Dynamic instability subject to harmonic excitation like a single-degree-of-freedom hardening system is verified. Both odd and even frequency components are excited when the shaking table shakes at 29Hz. For the one-degree-of-freedom Duffing model, even frequency components will be impossible due to the symmetry of the motion equation if symmetry-breaking bifurcation behaviors do not occur. Phase plane is checked and discussed when the shaking table shakes at 7Hz. A strange attractor appears to exist on the basis of the Poincare map. Some statistical results of wind tunnel tests are presented. The possibility of aeroelastic instability of the cable dome is discussed.
publisherThe American Society of Mechanical Engineers (ASME)
titleWind Tunnel Test on Cable Dome of Geiger Type
typeJournal Paper
journal volume2
journal issue3
journal titleJournal of Computational and Nonlinear Dynamics
identifier doi10.1115/1.2730848
journal fristpage218
journal lastpage224
identifier eissn1555-1423
keywordsDomes (Structural elements)
keywordsCables
keywordsModeling
keywordsWind tunnels
keywordsWind AND Damping
treeJournal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 003
contenttypeFulltext


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