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contributor authorM. Tong
contributor authorZ. Liang
contributor authorG. C. Lee
date accessioned2017-05-08T22:36:34Z
date available2017-05-08T22:36:34Z
date copyrightApril 1992
date issued1992
identifier other%28asce%290733-9399%281992%29118%3A4%28663%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83673
description abstractIn structural dynamics, analytical models based on the finite element method are often inaccurate for complex systems. Corrections are then made by using experimental data as standard references. Due to a lack of reliable criteria to measure the effectiveness of corrections, most of the available model correction methods are empirical in nature. In this paper, we carry out a comprehensive evaluation of model corrections by incorporating both analytical properties and numerical criteria. It is shown that, in many correction procedures, neglecting the correct correspondence between the system's natural frequencies and the eigenvalues of the stiffness matrix often misleads the model corrections. A correspondence rule of complex damping ratio is then proposed to avoid this problem. Several improved model correction methods are discussed.
publisherAmerican Society of Civil Engineers
titleCorrection Criteria of Finite Element Modeling in Structural Dynamics
typeJournal Paper
journal volume118
journal issue4
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)0733-9399(1992)118:4(663)
treeJournal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 004
contenttypeFulltext


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