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    Experimental Data Have to Decide Which of the Nonprobabilistic Uncertainty Descriptions—Convex Modeling or Interval Analysis—to Utilize

    Source: Journal of Applied Mechanics:;2008:;volume( 075 ):;issue: 004::page 41018
    Author:
    Xiaojun Wang
    ,
    Isaac Elishakoff
    ,
    Zhiping Qiu
    DOI: 10.1115/1.2912988
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This study shows that the type of the analytical treatment that should be adopted for nonprobabilistic analysis of uncertainty depends on the available experimental data. The main idea is based on the consideration that the maximum structural response predicted by the preferred theory ought to be minimal, and the minimum structural response predicted by the preferred theory ought to be maximal, to constitute a lower overestimation. Prior to the analysis, the existing data ought to be enclosed by the minimum-volume hyper-rectangle V1 that contains all experimental data. The experimental data also have to be enclosed by the minimum-volume ellipsoid V2. If V1 is smaller than V2 and the response calculated based on it R(V1) is smaller than R(V2), then one has to prefer interval analysis. However, if V1 is in excess of V2 and R(V1) is greater than R(V2), then the analyst ought to utilize convex modeling. If V1 equals V2 or these two quantities are in close vicinity, then two approaches can be utilized with nearly equal validity. Some numerical examples are given to illustrate the efficacy of the proposed methodology.
    keyword(s): Trusses (Building) , Modeling AND Uncertainty ,
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      Experimental Data Have to Decide Which of the Nonprobabilistic Uncertainty Descriptions—Convex Modeling or Interval Analysis—to Utilize

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    contributor authorXiaojun Wang
    contributor authorIsaac Elishakoff
    contributor authorZhiping Qiu
    date accessioned2017-05-09T00:26:39Z
    date available2017-05-09T00:26:39Z
    date copyrightJuly, 2008
    date issued2008
    identifier issn0021-8936
    identifier otherJAMCAV-26708#041018_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/137277
    description abstractThis study shows that the type of the analytical treatment that should be adopted for nonprobabilistic analysis of uncertainty depends on the available experimental data. The main idea is based on the consideration that the maximum structural response predicted by the preferred theory ought to be minimal, and the minimum structural response predicted by the preferred theory ought to be maximal, to constitute a lower overestimation. Prior to the analysis, the existing data ought to be enclosed by the minimum-volume hyper-rectangle V1 that contains all experimental data. The experimental data also have to be enclosed by the minimum-volume ellipsoid V2. If V1 is smaller than V2 and the response calculated based on it R(V1) is smaller than R(V2), then one has to prefer interval analysis. However, if V1 is in excess of V2 and R(V1) is greater than R(V2), then the analyst ought to utilize convex modeling. If V1 equals V2 or these two quantities are in close vicinity, then two approaches can be utilized with nearly equal validity. Some numerical examples are given to illustrate the efficacy of the proposed methodology.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleExperimental Data Have to Decide Which of the Nonprobabilistic Uncertainty Descriptions—Convex Modeling or Interval Analysis—to Utilize
    typeJournal Paper
    journal volume75
    journal issue4
    journal titleJournal of Applied Mechanics
    identifier doi10.1115/1.2912988
    journal fristpage41018
    identifier eissn1528-9036
    keywordsTrusses (Building)
    keywordsModeling AND Uncertainty
    treeJournal of Applied Mechanics:;2008:;volume( 075 ):;issue: 004
    contenttypeFulltext
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