Numerical analysis of hysteretic behavior and brace force of pseudo-viscous frictional dampers;

Experimental study on a new type of viscous damper

Parametric analysis of viscous damper of self-anchored suspension bridge with single tower

As the application of viscous dampers in high-rise steel structure,it is necessary to introduce the performance of anti-seismic and wind resistance.

Passive control for parametric vibration of cables using viscous fluid dampers;

And combined with a six-storey reinforced concrete frame structure, the introduction of the methods of additional inter-layer viscous dampers for seismic reinforcement is discussed.

In this article,the seismic control of long-span space structures with viscous dampers is studied,primarily on studying a large cantilevered truss structures.

Design and performance study of a SMA incorporated friction damper;

Simulation of vibration control for irregular buildings using semi-active friction dampers;

Strong seismic analysis of boiler steel structures equipped with friction damper;

Experimental research and numerical analysis of Pall typed frictional dampers;

Analysis of hysteretic behavior of Pall-typed frictional dampers considering geometrical nonlinearity and corresponding test verification;

Based on the geometry nonlinearity of four-link mechanism of Pall-type frictional damper, influence of the frame displacement, brace stiffness, damper slip force, size of the damper , angle of the brace and buckling force of the braces on the maximum brace force of an improved Pall-type frictional damper(T-shaped cone plate frictional damper)is studied.