Simulation analysis of MR damper Control over seismic responses of adjacent structures;

Optimal design parameters of adjacent structures linked by damper;

The reduced order optimum method for the placement and control law design of control devices between two adjacent structures;

On the basis of equivalent linearization, this article deduced a numerical formula to compute the random response of adjacent buildings linked by energy dissipating devices under the disturbance of kanai-Taji-mi spectra, and investigated the application scope of this seismic resisting system.

This paper presents a basically-analytical method for semi-active control of seismic responses of adjacent buildings with time-delay in control based on discrete-time variable structure control algorism.

Stochastic dynamic Analysis of two single degree of freedom adjacent buildings linked with HEDMS (High Efficient Damper Suitable for Multi-Structure System) under earthquake excitation is presented here.

The seismic responses of two adjacent buildings linked by high efficient damper for multi - structure system (HEDMS) are investigated in this paper based on the shaking table tests.

It is found that the use of discrete viscoelastic dampers of proper parameters to link adjacent buildings can reduce random seismic response of either building within a wide range under small earthquake.