In this paper,Bouc-Wen hysteresis model is adopted to describe the hysteretic properties of smart isolations and established the absolute motion and momentary energy equations of structures under major earthquake.

In this paper the smart base isolation system,which is combined with rubber bearing and MR damper,is applied to structural vibration control,and has numerical simulation of structure employing LRB isolation and smart isolation in different kind and magnitude of earthquake waves.

In this paper,smart base isolation system,which is combined with rubber bearing and MR damper,is applied to structural vibration control,and the structure employing RB isolation and smart isolation has numerically simulated in the action of different kind and magnitude of earthquake waves.

A new intelligent isolation system combining the piezoelectric friction damper with laminated rubber bearing is proposed and is used in a practical example.

In this paper, an intelligent isolation system of highrise building structures applying shape memory alloy (SMA) cables and laminated rubber bearing is proposed,and the constructional detail of the intelligent isolator is presented.

An experimental study on smart isolation system controlled by high order single step method with MR damper;

According to the property of smart isolation system, the semi active fuzzy control method is established in this study.

Performance-based seismic design of a smart isolation structure with magnetorheological damper

Aimed at the latest smart base isolated Benchmark building,the dynamic equations of motion of the building were derived considering transverse-torsional coupling and bidirectional earthquake excitation.

Torsional-vertical seismic response control of multi-story structure with intelligent compound base-isolation system;