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contributor authorArmando Lanzi
contributor authorJ. Enrique Luco
date accessioned2017-12-16T09:15:00Z
date available2017-12-16T09:15:00Z
date issued2017
identifier other%28ASCE%29EM.1943-7889.0001306.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4240475
description abstractThe paper focuses on the representation of a classical damping matrix in terms of a Caughey series including only negative or zero powers of ([m]−1[k]). An explicit expression for the series in terms of prescribed modal damping ratios at a set of natural frequencies is derived which avoids the need to solve an ill-conditioned problem for the coefficients of the series. In addition, optimal choices for the coefficients of the series are presented for cases in which the natural frequencies are not known or can change as a result of structural changes. Two optimization procedures are presented: (1) analytical application of a least-squares approach for an expansion of the damping ratio into a power series of the eigenvalues; and (2) expansion of the damping matrix into a series of Legendre polynomials of matrices. Finally, the particular case of uniform damping ratios is given special consideration.
publisherAmerican Society of Civil Engineers
titleCaughey Damping Series in Terms of Products of the Flexibility Matrix
typeJournal Paper
journal volume143
journal issue9
journal titleJournal of Engineering Mechanics
identifier doi10.1061/(ASCE)EM.1943-7889.0001306
treeJournal of Engineering Mechanics:;2017:;Volume ( 143 ):;issue: 009
contenttypeFulltext


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