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    Redundancy in Residual Vectors for Missing Mass Effect in Coupled Modal Synthesis

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009
    Author:
    Jun Zhao
    ,
    Abhinav Gupta
    DOI: 10.1061/(ASCE)0733-9445(2002)128:9(1231)
    Publisher: American Society of Civil Engineers
    Abstract: It has been illustrated in the past that a modal synthesis gives incorrect modal properties and seismic response of nonclassically damped coupled systems when all the modes of uncoupled primary and secondary systems are not included. The effect of missing mass contained in the truncated high frequency modes can be represented using residual modal vectors. This paper illustrates two possibilities in which the residual modal matrix may contain redundant vectors leading to a breakdown of the originally proposed method. First, secondary systems with a support inclined to the primary system orthogonal connecting degrees of freedom can have residual vectors that are scalar multiple of each other (parallel). Second, the number of residual and nonrigid modal vectors can be more than the total number of secondary system modes (equal to the number of secondary system degrees of freedom) in multiply connected simple secondary systems. A solution is presented to identify and eliminate both these types of redundant vectors using an alternative form of Gram-Schmidt’s orthogonalization.
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      Redundancy in Residual Vectors for Missing Mass Effect in Coupled Modal Synthesis

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    http://yetl.yabesh.ir/yetl1/handle/yetl/33907
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    contributor authorJun Zhao
    contributor authorAbhinav Gupta
    date accessioned2017-05-08T20:58:29Z
    date available2017-05-08T20:58:29Z
    date copyrightSeptember 2002
    date issued2002
    identifier other%28asce%290733-9445%282002%29128%3A9%281231%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/33907
    description abstractIt has been illustrated in the past that a modal synthesis gives incorrect modal properties and seismic response of nonclassically damped coupled systems when all the modes of uncoupled primary and secondary systems are not included. The effect of missing mass contained in the truncated high frequency modes can be represented using residual modal vectors. This paper illustrates two possibilities in which the residual modal matrix may contain redundant vectors leading to a breakdown of the originally proposed method. First, secondary systems with a support inclined to the primary system orthogonal connecting degrees of freedom can have residual vectors that are scalar multiple of each other (parallel). Second, the number of residual and nonrigid modal vectors can be more than the total number of secondary system modes (equal to the number of secondary system degrees of freedom) in multiply connected simple secondary systems. A solution is presented to identify and eliminate both these types of redundant vectors using an alternative form of Gram-Schmidt’s orthogonalization.
    publisherAmerican Society of Civil Engineers
    titleRedundancy in Residual Vectors for Missing Mass Effect in Coupled Modal Synthesis
    typeJournal Paper
    journal volume128
    journal issue9
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)0733-9445(2002)128:9(1231)
    treeJournal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 009
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian