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contributor authorJun Zhao
contributor authorJohn N. Ivan
contributor authorJohn T. DeWolf
date accessioned2017-05-08T21:21:07Z
date available2017-05-08T21:21:07Z
date copyrightSeptember 1998
date issued1998
identifier other%28asce%291076-0342%281998%294%3A3%2893%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/48074
description abstractArtificial neural networks are efficient computing techniques that are widely used to solve complex problems in many fields. In this study, a counterpropagation neural network is used to locate structural damage for a beam, a frame, and support movements of a beam in its axial direction. The investigation considers a variety of diagnostic parameters, including static displacements, natural frequencies, mode shapes, and other parameters based on mode shapes. The method is first demonstrated on a plane frame, based on static displacements. It is then applied to continuous beams using dynamic properties of structures. The required data are obtained through computer simulation by finite-element analysis. The results demonstrate that these parameters can be used as diagnostic parameters for artificial neural networks in structural engineering. An anticipated application to bridge monitoring is discussed.
publisherAmerican Society of Civil Engineers
titleStructural Damage Detection Using Artificial Neural Networks
typeJournal Paper
journal volume4
journal issue3
journal titleJournal of Infrastructure Systems
identifier doi10.1061/(ASCE)1076-0342(1998)4:3(93)
treeJournal of Infrastructure Systems:;1998:;Volume ( 004 ):;issue: 003
contenttypeFulltext


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