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As the performance-based design will be widely used, it will be more necessary for a frame to be evaluated by the responses obtained from a dynamic analysis. In this paper, we proposed a simple method... to modify the hysteric dampers strength so as to make the story-drift response distribution smooth over a multi-story height of the building. The method is based on a pre-calculated story response and is derived from the theory of damage concentration proposed by Hiroshi Akiyama. The applicability of the method was demonstrated by a numerical calculation of a full nonlinear frame analysis.続きを見る
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Mendeley出力
jaud013_p099