Response of sliding structures to earthquake support motion

1983 ◽  
Vol 11 (6) ◽  
pp. 729-748 ◽  
Author(s):  
N. Mostaghel ◽  
J. Tanbakuchi
1983 ◽  
Vol 11 (3) ◽  
pp. 355-366 ◽  
Author(s):  
N. Mostaghel ◽  
M. Hejazi ◽  
J. Tanbakuchi

Author(s):  
Andreas Kugi ◽  
Kurt Schlacher ◽  
Hans Irschik

Abstract This contribution is focused on a straight composite beam with multiple piezoelectric layers under the action of an axial support motion. In the sense of v. Karman a nonlinear formulation for the axial strain is used and the equations of motion are derived by means of the Hamilton formalism. This system turns out to be a special class of infinite dimensional systems, the so called Hamilton AI-systems with external inputs. In order to suppress the excited vibrations two infinite control laws are proposed. The first one is an infinite PD-feedback law and the second one is based on the nonlinear H∞-design, where an exact solution of the corresponding Hamilton Jacobi Isaacs equation is presented. The necessary quantities for the control laws can be measured by appropriate space-wise shaped sensors and the asymptotic stability of the equilibrium point can be proved.


1994 ◽  
Vol 5 (3) ◽  
pp. 299-312 ◽  
Author(s):  
Ruichong Zhang ◽  
Isaac Elishakoff ◽  
Masanobu Shinozuka

1977 ◽  
Vol 44 (3) ◽  
pp. 487-491 ◽  
Author(s):  
S. F. Masri ◽  
F. Udwadia

The transient mean-square displacement, slope, and relative motion of a viscously damped shear beam subjected to correlated random boundary excitation is presented. The effects of various system parameters including the spectral characteristics of the excitation, the delay time between the beam support motion, and the beam damping have been investigated. Marked amplifications in the mean-square response are shown to occur for certain dimensionless time delays.


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