Performance degradation of the response control device is caused by bending deformation. Therefore, the authors
proposed amplification mechanism that functions to bending deformation. In order to improve this amplification mechanism,
this paper proposes new response control system which is used in combination with the amplification mechanism and
seismic brace. The usefulness of this system evaluate from time history analysis results and static analysis results.
Evaluation of the response control performance is using the frame parameters obtained from two-types of static analysis
results. Frame parameters can estimate the ratio of the effective damper deformation as evaluation index of performance.
The validity of this evaluation method is demonstrated by comparing with the dynamic response analysis results.
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