The correlation between these earthquake intensity indices and the seismic response of structures is studied for elastoplastic SDOF and MDOF systems,and the applicability and characteristics of these earthquake intensity indices are also discussed.

Analyses of computational model and vibrating characteristics of the base isolation structure made of self-damped rubber laminated-support;

Based on instantaneous-optima-algorithm semi-active control of isolation structure with MR damper;

Semi-active control for MRD-isolation structure using MBC strategy;

A structural design study on the limit of height-width ratio of base-isolated structures;

Optimum design of base-isolated structure subjected to near-fault ground motions;

Integrated dynamic optimum design of base-isolated structure subjected to near-fault ground motions;

The principles and functions of the program HBTA2 0 for elasto plastic dynamic analysis of base isolated structures are presented.

By discussing the vibration characteristics on the equivalent model of shear type multi degree of freedom base isolated structure, the sliding oscillation of structure base isolated by sliding is analysed.

Shaking table test for isolated structure model with small scale under earquake wave input in two directions;

Analysis of the response to earthquake of the pile-soil-isolated structure interaction;

Research on the height-width ratio of base isolated structure;