Time domain torsional response of dynamically loaded pile in viscous damping soil layer;

Updating of the viscous damping matrix from incomplete modal experimental data;

Calculation on viscous damping of deepwater catenary mooring line

The study results show that the hybrid control for the base-isolation structure with viscoelastic damper can improve efficiency of control for .

Using supplemental viscous dampers has been an effective measure for stay-cable vibration suppression of stay-cable bridges.

Dampers have been used for vibration mitigation of stay cables;however,there are few literatures on the test of full-scale stay cable attached with nonlinear viscous damper.

In order to discuss the isolation effect of dampers,the functions of controllability of viscous dampers and magnetorheological dampers(MRD) are stressed.

In this paper a general analysis method is presented for evaluating the steady state response of submerged evenly spaced uniform ring-stiffened cylindrical shells coated with viscoelastic damping materialsubject to a radical harmonic force.

In this paper,we consider the exponential decay of energy of the cantilever Timoshenko beam with local viscoelastic damping on the free end.

The sound power sensitivity of viscoelastic damping plates is analyzed by using acoustic radiation modes.