Based on the degraded Bouc-Wen model and Beam-on-Dynamic-Winkler-Foundation model,a simplified analysis model for the lateral nonlinear kinematic seismic responses of single pile is constructed,where the free-field motion is regarded as a supporting motion of nonlinear springs and frequency-dependent dashpots.

Passive optimum control for reducing seismic responses of adjachent structures;

The mechanism of reducing the seismic responses of adjacent structures under earthquake by using passive coupling elements interconnecting adjacent structures is exploited in this paper.

The results are analyzed and the common rules of seismic dynamic response of highway tunnel are concluded,moreover,the weakness on tunnel lining is found and advises are also proposed in this paper.

This paper is research on seismic dynamic response of double-arch tunnel, and numerical modeling is applied to analyzing seismic dynamic response rules of portal of double-arc tunnel.

The paper give numerical analysis for seismic dynamic response of tunnel structure in different wall rock groutin.

Analysis on seismic response of special cavernous structure of carbonate;

Research on petrophysical parameters and seismic response models of He 8 formation;

Sedimentary facies and seismic responses in the Upper Jurassic Suining Formation,Luodai Gas Field;

Non-classical mode superposition method for earthquake response of a reinforced concrete building with a steel tower atop it;

Magneto-rheological(MR) dampers semi-active control of earthquake response for elevated bridge;

Dynamic property and earthquake response analysis of cable-strut-supported shell structure;

Nonlinear seismic responses of arch dams with joins;

Study on the Seismic Responses and Shock Absorption Technique of Self-anchored Suspension Bridges;

The three dimensional FEM models are constructed to analyze the effects of raft thickness on the vibration characteristics and seismic responses of the twin-towers high-rise building structures with enlarged base,and the dynamic soil-structure interaction is incorporated in the analysis as well.