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contributor authorM. F. Elkordy
contributor authorK. C. Chang
contributor authorG. C. Lee
date accessioned2017-05-08T22:37:10Z
date available2017-05-08T22:37:10Z
date copyrightFebruary 1994
date issued1994
identifier other%28asce%290733-9399%281994%29120%3A2%28250%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83997
description abstractTo identify the pattern of changes in vibrational signatures of a structure is a promising approach for on‐line structure monitoring. Artificial neural networks, developed by researchers in cognitive sciences and artificial intelligence, can be used for this purpose. The main benefit of using artificial neural networks is their ability to diagnose signals that are fuzzy or imprecise. In this paper, neural networks were used to analyze the changes in vibrational signatures of a five‐story, three dimensional, steel frame. The neural networks were first trained with a set of experimental data obtained from shake‐table test results of the model. The capability of the neural networks to diagnose new signals was then tested against a separate set of experimental data. The results show that application of artificial neural networks in analyzing the changes in vibrational signatures of structures has considerable potential to structural damage diagnosis and condition monitoring.
publisherAmerican Society of Civil Engineers
titleApplication of Neural Networks in Vibrational Signature Analysis
typeJournal Paper
journal volume120
journal issue2
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1994)120:2(250)
treeJournal of Engineering Mechanics:;1994:;Volume ( 120 ):;issue: 002
contenttypeFulltext


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