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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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