The target in this study is damage-controlled system installed at beam end. Compared with the general braces type or stud-type damping system, this system, because the arrangement format of the damper are different, difference in the design method acc...
The target in this study is damage-controlled system installed at beam end. Compared with the general braces type or stud-type damping system, this system, because the arrangement format of the damper are different, difference in the design method according to the strength and stiffness of the damper is it is determined that there is. However, still the relevant national and international research has been limited mostly to the structural performance verification by the shape of the connection detail. Therefore, in this paper, we consider the optimum design value of the damper installed at beam end through the analytical method. The purpose of the study is to present the optimal design range of the damper/Beam yield strength ratio and stiffness ratio, presented rationale is based on the performance efficiency of the damper and results of the damage analysis of the beam member. It conducted time history analysis to target the structure made up of the optimal design range, to verify the validity of the proposed design value.