As to the fild with thicker soil layer, the out-of-plane seismic response of surficial points is lesser, and the higher ratio of shear wave velocity between rock and soil, the more intense the out-of-plane seismic response of surficial points is.

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.

This dissertation take example of Rongzhou Bridge in Yibin acrossing Jinsha river, according to the variety of construction load, calculation and analysis of the construction process is performed with the help of the FEM software, the whole process of construction is simulated and the response of earthquake is analysed.

Comparative analysis of earthquake responses of large 3D rectangular and U-shaped aqueduct;

The building′s dynamic characteristics and earthquake responses are given.