In this paper,the high speed train and the continuous rigid-frame bridge are considered as a whole vibration system.

Taking the Xinguang Bridge in Guangzhou as an example,this paper conducts a study of the dynamic behavior and seismic response of long span continuous rigid-frame and steel truss arch bridge under interaction of weak layered soil,weaker layered soil,harder layered soil,rock foundation and group piles.

Seismic response of long span continuous rigid-frame arch bridge;

Temperature field study on continuous ohmic heating of liquid food;

Catalyzed chlorination of acetic acid to continuous synthesize monochloroacetic acid;