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    Chaotic Motion of Shallow Arch Structures under 1:1 Internal Resonance

    Source: Journal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    Author:
    N. Malhotra
    ,
    N. Sri Namachchivaya
    DOI: 10.1061/(ASCE)0733-9399(1997)123:6(620)
    Publisher: American Society of Civil Engineers
    Abstract: The present study investigates the global bifurcations present in the motion of the shallow arch structure subjected to a spatially and temporally varying load under the conditions of principal subharmonic resonance and one-to-one internal resonance near single-mode periodic motions. Unlike the case examined in a companion paper by the writers, the effect of dissipation is also included in the present study of the global dynamics. By using a perturbation technique attributed to Kova
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      Chaotic Motion of Shallow Arch Structures under 1:1 Internal Resonance

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/84619
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    contributor authorN. Malhotra
    contributor authorN. Sri Namachchivaya
    date accessioned2017-05-08T22:38:20Z
    date available2017-05-08T22:38:20Z
    date copyrightJune 1997
    date issued1997
    identifier other%28asce%290733-9399%281997%29123%3A6%28620%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84619
    description abstractThe present study investigates the global bifurcations present in the motion of the shallow arch structure subjected to a spatially and temporally varying load under the conditions of principal subharmonic resonance and one-to-one internal resonance near single-mode periodic motions. Unlike the case examined in a companion paper by the writers, the effect of dissipation is also included in the present study of the global dynamics. By using a perturbation technique attributed to Kova
    publisherAmerican Society of Civil Engineers
    titleChaotic Motion of Shallow Arch Structures under 1:1 Internal Resonance
    typeJournal Paper
    journal volume123
    journal issue6
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1997)123:6(620)
    treeJournal of Engineering Mechanics:;1997:;Volume ( 123 ):;issue: 006
    contenttypeFulltext
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