The vibration-isolating effect of a vibration-isolating slot which is 50 m in length,2 m in width,7 m in depth are studied.

Method used to calculate the seismic response of structure based on the accurate intergration method;

Frequency-domain analysis of horizontal seismic response of shear-wall structures;

Analyses of nonlinear models for the seismic responses of RC frames;

Spreadsheet Tool for numeric calculation of earthquake response Using Excel;

The effect of transition floor on earthquake response of structure;

Numerical analysis of earthquake response of cylindrical liquid storage tanks;

Analysis of Dynamic Characteristics and Seismic Responses for High Pier-long Span Continual Rigid Frame Bridge;

Study on dynamic properties and seismic responses of super high rise multitube megacolumn frame systems;

Analysis of the seismic responses control of structure with spacious first story by Hydraulic Damper System(HDS) in frequency domain;

Time-history analysis on the earthquake reaction of interlayer sliding isolation system of model structure building;

The study on the earthquake reaction of interlayer sliding isolation system of model structure building;

Taking the middle pier of a grade separation bridge in Beijing City as the example, the article carries out the vibrostand experiment study of the bridge model earthquake reaction, and investigates the influence of the model earthquake reaction on the rubber support in layers, which provide the experimental basis for the anti-earthquake design of the bridge structure.