This equation can be used for analyzing internal force and deflection of earth anchored two tower cable-stayed aqueduct with the hang beam of a supporting system.

Basic theory on aqueduct bridge vibration control using lsolation and energy dissipation hybrid sistem;

The structure analysis and selection of large rectangular aqueduct bridge with multi-longitudinal beams;

Experiment study on vibration control of aqueduct bridge using isolation and energy dissipation hybrid system;