DocumentCode
1900134
Title
Asymptotic analysis of eigenfrequencies of Euler-Bernoulli beam equation with structural damping
Author
Wang, Huifang
Author_Institution
Dept. of Math. & Stat., Wichita State Univ., KS
fYear
1989
fDate
13-15 Dec 1989
Firstpage
2042
Abstract
An explicit expression is derived for the eigenfrequencies of a Euler-Bernoulli beam with damping modeled by an integro-PDE proposed by D.L. Russell. It is shown that the asymptotic distribution of the eigenspectrum is similar to that of a beam with a uniform damping constant acting opposite to the rate of change of the bending moment
Keywords
damping; distributed parameter systems; partial differential equations; Euler-Bernoulli beam equation; asymptotic distribution; bending moment; distributed parameter systems; eigenfrequencies; eigenspectrum; structural damping; Boundary conditions; Buildings; Composite materials; Damping; Elasticity; Equations; Flexible structures; Frequency; Mathematical model; Statistical distributions;
fLanguage
English
Publisher
ieee
Conference_Titel
Decision and Control, 1989., Proceedings of the 28th IEEE Conference on
Conference_Location
Tampa, FL
Type
conf
DOI
10.1109/CDC.1989.70526
Filename
70526
Link To Document