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    Multidomain SFBEM and Its Application in Elastic Plane Problems

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 010
    Author:
    Cheng Su
    ,
    Dajian Han
    DOI: 10.1061/(ASCE)0733-9399(2000)126:10(1057)
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the multidomain spline fictitious boundary element method (SFBEM) is presented for analysis of elastic plane problems with different material constants or thicknesses throughout different domains. The problems are first reduced to nonsingular fictitious boundary integral equations with multidomain techniques being adopted. Then spline functions are adopted as trial functions to the unknown fictitious load functions in the deduced integral equations, and boundary-segment-least-squares techniques are used for eliminating the boundary residues. The proposed method is further applied in the analysis of high rise building structures, including framed shear walls, coupled shear walls, and frame-shear walls as well. Several typical numerical examples are given to show the accuracy and efficiency of the method.
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      Multidomain SFBEM and Its Application in Elastic Plane Problems

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    http://yetl.yabesh.ir/yetl1/handle/yetl/85098
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    contributor authorCheng Su
    contributor authorDajian Han
    date accessioned2017-05-08T22:39:05Z
    date available2017-05-08T22:39:05Z
    date copyrightOctober 2000
    date issued2000
    identifier other%28asce%290733-9399%282000%29126%3A10%281057%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/85098
    description abstractIn this paper, the multidomain spline fictitious boundary element method (SFBEM) is presented for analysis of elastic plane problems with different material constants or thicknesses throughout different domains. The problems are first reduced to nonsingular fictitious boundary integral equations with multidomain techniques being adopted. Then spline functions are adopted as trial functions to the unknown fictitious load functions in the deduced integral equations, and boundary-segment-least-squares techniques are used for eliminating the boundary residues. The proposed method is further applied in the analysis of high rise building structures, including framed shear walls, coupled shear walls, and frame-shear walls as well. Several typical numerical examples are given to show the accuracy and efficiency of the method.
    publisherAmerican Society of Civil Engineers
    titleMultidomain SFBEM and Its Application in Elastic Plane Problems
    typeJournal Paper
    journal volume126
    journal issue10
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(2000)126:10(1057)
    treeJournal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 010
    contenttypeFulltext
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