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    Vibrational Characteristics of Multi‐Cellular Structures

    Source: Journal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 007
    Author:
    Thambirajah Balendra
    ,
    Nandivaram E. Shanmugan
    DOI: 10.1061/(ASCE)0733-9445(1985)111:7(1449)
    Publisher: American Society of Civil Engineers
    Abstract: Experimental study is carried out to verify the grillage idealization for dynamic analysis of multi‐cellular structures. Perspex material is used to construct two models of same size, one with no web openings and the other with 25% web openings. The natural frequencies and the corresponding mode shapes are determined for two different sets of boundary conditions, namely all four sides simply supported, two opposite sides simply supported, and the remaining sides free. The experimental results are found to compare well with the theoretical results using grillage idealization and finite element methods. As the linear response due to any dynamic load is the superposition of the modal components, it is concluded that the grillage idealization could be used to predict the forced vibration response of multi‐cellular structures. Since the study is restricted to linear elastic range, the findings of this investigation are applicable to structures made of other material, e.g., steel cellular structures.
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      Vibrational Characteristics of Multi‐Cellular Structures

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    contributor authorThambirajah Balendra
    contributor authorNandivaram E. Shanmugan
    date accessioned2017-05-08T20:51:42Z
    date available2017-05-08T20:51:42Z
    date copyrightJuly 1985
    date issued1985
    identifier other%28asce%290733-9445%281985%29111%3A7%281449%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/29591
    description abstractExperimental study is carried out to verify the grillage idealization for dynamic analysis of multi‐cellular structures. Perspex material is used to construct two models of same size, one with no web openings and the other with 25% web openings. The natural frequencies and the corresponding mode shapes are determined for two different sets of boundary conditions, namely all four sides simply supported, two opposite sides simply supported, and the remaining sides free. The experimental results are found to compare well with the theoretical results using grillage idealization and finite element methods. As the linear response due to any dynamic load is the superposition of the modal components, it is concluded that the grillage idealization could be used to predict the forced vibration response of multi‐cellular structures. Since the study is restricted to linear elastic range, the findings of this investigation are applicable to structures made of other material, e.g., steel cellular structures.
    publisherAmerican Society of Civil Engineers
    titleVibrational Characteristics of Multi‐Cellular Structures
    typeJournal Paper
    journal volume111
    journal issue7
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(1985)111:7(1449)
    treeJournal of Structural Engineering:;1985:;Volume ( 111 ):;issue: 007
    contenttypeFulltext
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