Study and design of a viscoelastic energy dissipation brace;

Study on design method of energy dissipation braced frame structures;

Experimental research on damping of structure with energy dissipation brace;

Study on seismic design of an industrial building using energy-dissipated braces composed of viscoelastic dampers;

The optimum number and location of the energy-dissipated braces in this building are studied.

The building is designed by the reinforced concrete frame-shear wall structure, and the energy-dissipated braces are installed in some floors to increase the local structural damping ratio and reduce the dislpacement response under earthquake action, because the dislpacements of some floors can not meet the requirement of design code.

Seismic performance is better in energy dissipation bracing system.

The author introduces the composition and properties of steel frame-bracing systems such as central bracing frame,eccentric bracing frame and energy disspation bracing frame, and with comparison points out eccentric bracing frame has fine energy consumption capacity and energy dissipation bracing frame is an ideal lateral force resisting system with greater lateral rigidity.

In this paper,friction energy dissipation bracing and elastic plastic relation of a frame are discussed.

An experiment research on expansive concrete in multi-point supporting strengthening flat arch bridge;