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A numerical study of damping

Authors :
William T. Thomson
Paolo Caravani
Tom Calkins
Source :
Earthquake Engineering & Structural Dynamics. 3:97-103
Publication Year :
1974
Publisher :
Wiley, 1974.

Abstract

Diagonal damping matrices were computed for three systems which have non-proportional damping matrices. These diagonal damping matrices were computed on three bases, as follows: 1. After normalizing the equations of motion by the modal matrix, the diagonal terms are retained ignoring the non-diagonal terms. 2. Diagonal damping matrix is established by the optimization algorithm which minimizes the mean square error of the frequency response. 3. Diagonal damping is determined from the normalized differential equation by matching the peaks of the coupled and uncoupled system. The frequency responses for the three cases of one of the three systems are presented together with a comparison of the energy dissipation.

Details

ISSN :
10969845 and 00988847
Volume :
3
Database :
OpenAIRE
Journal :
Earthquake Engineering & Structural Dynamics
Accession number :
edsair.doi...........36749c4872b8cb4c53b525df62e3298b
Full Text :
https://doi.org/10.1002/eqe.4290030108