There are few researches in comprehensive evaluation of the vibration control performance from low-rise to high-rise buildings. Besides, the authors proposed vibration control performance method which can be evaluated from only two-types of static analysis results without using dynamic response analysis results. The validity of this evaluation method was demonstrated by comparing with the dynamic response analysis results. However, the method is considered only in a high-rise steel structure building of thirty stories. This paper describes evaluation of the vibration control performance for four types of steel buildings with different aspect ratio: five, eight, twenty-one and thirty-five stories. In addition, this paper verifies the usefulness of the evaluation method by applying to four types of buildings.
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