An equivalent
elastic analysis method of buckling restrained braces based on elastoplastic correction. The initial reinforcement of the beam-
column structure is obtained by analysis. The maximum internal force of the buckling restrained braces is obtained by using the horizontal earthquake action standard value of the beam-
column structure and the displacement corresponding to the horizontal earthquake action standard value. Calculate stiffness reduction coefficient; The overall additional
damping ratio of beam-column structures under moderate or
large earthquakes is obtained. Reinforcement results of beam-column structures under moderate or large earthquake equivalent elasticity analysis are obtained. The invention relates to an equivalent
elastic analysis method of a buckling restrainedbrace
structure based on an elastoplastic modification, As that problem that the stiffness of buckle restrained brace and the additional
damping ratio of beam-
column structure are difficult to determine in the existing equivalent
elastic analysis method are
sol, The method for determining the stiffness of the
buckling restrained brace and the additional
damping ratio of the beam-column structure is simple, and is convenient for engineers to master. The user can complete the performance-based design of the
buckling restrained brace structure according to the method.