Two acceleration time-history curves Tianjin wave and EL-Centro wave are chosen to analyze seismic time-history response by using uniform excitation and traveling-wave excitation.

The seismic time-history response of large aqueduct is also studied under three operating conditions with input of EL-Centro wave,Taft wave and Tianjin wave respectively.

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.