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    Analysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation

    Source: Journal of Computational and Nonlinear Dynamics:;2021:;volume( 016 ):;issue: 010::page 0101001-1
    Author:
    Kang, Houjun
    ,
    Guo, Tieding
    ,
    Zhu, Weidong
    DOI: 10.1115/1.4051496
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Nonlinear dynamic analysis of a cable-stayed bridge has been a hot topic due to its structural flexibility. Based on integro-partial differential equations of a double-cable-stayed shallow-arch model, in-plane 2:2:1 internal resonance among three first in-plane modes of two cables and a shallow arch under external primary or subharmonic resonance is considered. Galerkin's method and the method of multiple scales are used to derive averaged equations of this cable-stayed bridge system. Nonlinear dynamic behaviors of the system are investigated via numerical simulation. Results show rich nonlinear phenomena of the cable-stayed bridge system and some new phenomena are observed. Two identical cables that are symmetrically located above the shallow arch can have different dynamic behaviors even when initial conditions of the system are symmetrically given. Two cables with some differences between their parameters can exhibit either softening or hardening characteristics.
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      Analysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4278896
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    • Journal of Computational and Nonlinear Dynamics

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    contributor authorKang, Houjun
    contributor authorGuo, Tieding
    contributor authorZhu, Weidong
    date accessioned2022-02-06T05:50:47Z
    date available2022-02-06T05:50:47Z
    date copyright8/11/2021 12:00:00 AM
    date issued2021
    identifier issn1555-1415
    identifier othercnd_016_10_101001.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4278896
    description abstractNonlinear dynamic analysis of a cable-stayed bridge has been a hot topic due to its structural flexibility. Based on integro-partial differential equations of a double-cable-stayed shallow-arch model, in-plane 2:2:1 internal resonance among three first in-plane modes of two cables and a shallow arch under external primary or subharmonic resonance is considered. Galerkin's method and the method of multiple scales are used to derive averaged equations of this cable-stayed bridge system. Nonlinear dynamic behaviors of the system are investigated via numerical simulation. Results show rich nonlinear phenomena of the cable-stayed bridge system and some new phenomena are observed. Two identical cables that are symmetrically located above the shallow arch can have different dynamic behaviors even when initial conditions of the system are symmetrically given. Two cables with some differences between their parameters can exhibit either softening or hardening characteristics.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleAnalysis on In-Plane 2:2:1 Internal Resonance of a Complex Cable-Stayed Bridge System Under External Harmonic Excitation
    typeJournal Paper
    journal volume16
    journal issue10
    journal titleJournal of Computational and Nonlinear Dynamics
    identifier doi10.1115/1.4051496
    journal fristpage0101001-1
    journal lastpage0101001-15
    page15
    treeJournal of Computational and Nonlinear Dynamics:;2021:;volume( 016 ):;issue: 010
    contenttypeFulltext
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