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    Wind Tunnel Test on Cable Dome of Geiger Type

    Source: Journal of Computational and Nonlinear Dynamics:;2007:;volume( 002 ):;issue: 003::page 218
    Author:
    Zhi-hong Zhang
    ,
    Yukio Tamura
    DOI: 10.1115/1.2730848
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This 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.
    keyword(s): Domes (Structural elements) , Cables , Modeling , Wind tunnels , Wind AND Damping ,
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      Wind Tunnel Test on Cable Dome of Geiger Type

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    http://yetl.yabesh.ir/yetl1/handle/yetl/135322
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    • Journal of Computational and Nonlinear Dynamics

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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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