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    Damage Detection in Offshore Structures by the Random Decrement Technique

    Source: Journal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001::page 38
    Author:
    J. C. S. Yang
    ,
    N. G. Dagalakis
    ,
    J. Chen
    DOI: 10.1115/1.3231021
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The Random Decrement Technique has shown promise as an inspection technique for offshore structures. The major advantage of this technique is that it requires only measurements of the dynamic response of the structure and not the input excitation causing the response. On offshore platforms, such random input forces occur from wind, waves, and currents. The Random Decrement Technique was evaluated together with a number of other NDE techniques under the NDE round robin testing program sponsored by the United States Geological Survey and the Office of Naval Research. A series of tests, damage scenarios, were conducted on a model of an offshore structure in a blind-mode by an independent neutral agent. Test data were given to the corresponding advocates to be analyzed and interpreted to predict the damages. Initial results indicated that the Random Decrement Technique was able to identify all the damage and non-damage situations with the usage of only four accelerometers mounted on each of the legs of the structure.
    keyword(s): Offshore structures , Nondestructive evaluation , Testing , Current , Dynamic response , Offshore platforms , Wind waves , Force , Measurement , Inspection AND Accelerometers ,
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      Damage Detection in Offshore Structures by the Random Decrement Technique

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/98330
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    • Journal of Energy Resources Technology

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    contributor authorJ. C. S. Yang
    contributor authorN. G. Dagalakis
    contributor authorJ. Chen
    date accessioned2017-05-08T23:17:37Z
    date available2017-05-08T23:17:37Z
    date copyrightMarch, 1984
    date issued1984
    identifier issn0195-0738
    identifier otherJERTD2-26396#38_1.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/98330
    description abstractThe Random Decrement Technique has shown promise as an inspection technique for offshore structures. The major advantage of this technique is that it requires only measurements of the dynamic response of the structure and not the input excitation causing the response. On offshore platforms, such random input forces occur from wind, waves, and currents. The Random Decrement Technique was evaluated together with a number of other NDE techniques under the NDE round robin testing program sponsored by the United States Geological Survey and the Office of Naval Research. A series of tests, damage scenarios, were conducted on a model of an offshore structure in a blind-mode by an independent neutral agent. Test data were given to the corresponding advocates to be analyzed and interpreted to predict the damages. Initial results indicated that the Random Decrement Technique was able to identify all the damage and non-damage situations with the usage of only four accelerometers mounted on each of the legs of the structure.
    publisherThe American Society of Mechanical Engineers (ASME)
    titleDamage Detection in Offshore Structures by the Random Decrement Technique
    typeJournal Paper
    journal volume106
    journal issue1
    journal titleJournal of Energy Resources Technology
    identifier doi10.1115/1.3231021
    journal fristpage38
    journal lastpage42
    identifier eissn1528-8994
    keywordsOffshore structures
    keywordsNondestructive evaluation
    keywordsTesting
    keywordsCurrent
    keywordsDynamic response
    keywordsOffshore platforms
    keywordsWind waves
    keywordsForce
    keywordsMeasurement
    keywordsInspection AND Accelerometers
    treeJournal of Energy Resources Technology:;1984:;volume( 106 ):;issue: 001
    contenttypeFulltext
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    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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