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contributor authorDapeng Zhu
contributor authorXinjun Dong
contributor authorYang Wang
date accessioned2017-12-30T12:53:52Z
date available2017-12-30T12:53:52Z
date issued2016
identifier other%28ASCE%29EM.1943-7889.0001063.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243082
description abstractThis research studies a substructure finite element model updating approach that requires vibration data from only part of a large structure (i.e., a substructure). The residual structure is condensed using a limited number of dominant modal coordinates, whereas the substructure model remains at high resolution. To update the condensed model, physical parameters in the substructure and modal parameters of the residual structure are chosen as optimization variables; minimization of modal dynamic residuals from the eigenvalue equations in structural dynamics is chosen as the optimization objective. An iterative linearization procedure is adopted for efficiently solving the optimization problem. The proposed substructure model updating approach is validated with 1D, 2D, and 3D examples.
publisherAmerican Society of Civil Engineers
titleSubstructure Stiffness and Mass Updating through Minimization of Modal Dynamic Residuals
typeJournal Paper
journal volume142
journal issue5
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001063
page04016013
treeJournal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 005
contenttypeFulltext


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