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    Damage Identification through Regularization Method. I: Theory

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    Author:
    L. Ge
    ,
    T. T. Soong
    DOI: 10.1061/(ASCE)0733-9399(1998)124:1(103)
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a solution procedure for damage identification through measured structural response. The cost functional employed is based on the regulation method for inverse problems. An optimization procedure using the Euler-Lagrange equation is developed to reduce the minimization problem to a two-point boundary value problem (TPBVP) with jump discontinuities. Compared to existing techniques in solving the minimization problem, this approach does not resolve to more advanced mathematical tools and is thus more easily accepted in the engineering application field. Numerical studies of 2-DOF and 10-DOF shear beam-type structures and experimental correlation with a three-story model structure demonstrate the feasibility and accuracy of the proposed approach and are reported in a companion paper.
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      Damage Identification through Regularization Method. I: Theory

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    contributor authorL. Ge
    contributor authorT. T. Soong
    date accessioned2017-05-08T22:38:24Z
    date available2017-05-08T22:38:24Z
    date copyrightJanuary 1998
    date issued1998
    identifier other%28asce%290733-9399%281998%29124%3A1%28103%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/84670
    description abstractThis paper presents a solution procedure for damage identification through measured structural response. The cost functional employed is based on the regulation method for inverse problems. An optimization procedure using the Euler-Lagrange equation is developed to reduce the minimization problem to a two-point boundary value problem (TPBVP) with jump discontinuities. Compared to existing techniques in solving the minimization problem, this approach does not resolve to more advanced mathematical tools and is thus more easily accepted in the engineering application field. Numerical studies of 2-DOF and 10-DOF shear beam-type structures and experimental correlation with a three-story model structure demonstrate the feasibility and accuracy of the proposed approach and are reported in a companion paper.
    publisherAmerican Society of Civil Engineers
    titleDamage Identification through Regularization Method. I: Theory
    typeJournal Paper
    journal volume124
    journal issue1
    journal titleJournal of Engineering Mechanics
    identifier doi10.1061/(ASCE)0733-9399(1998)124:1(103)
    treeJournal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    contenttypeFulltext
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