The design curves of equivalent damping ratio to the brace stiffness, and ratio of maximum damping force of the damping device to the inter-story yield shear force of the structure are proposed.
本文就消能减震结构设计参数，即消能部件的支撑刚度、层间最大阻尼力与结构层间屈服力比值等恢复力模型参数的选取进行了讨论。
The analysis is performed based on structural damage for rare earthquakes and maximum interlayer shear force for frequent earthquakes.
分析中对于罕遇地震采用结构损伤为分析依据，对于多遇地震作用下则以层间最大剪力为依据。
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