International Association for Bridge and Structural Engineering, IABSE
会議名称
和文:
英文:
IABSE Congress 2020
開催地
和文:
英文:
Christchurch
ファイル
アブストラクト
In recent years, there has been an increase in the adoption of passive-controlled buildings. Specifically, evaluation by cumulative value is also required in addition to the maximum response value when long-period seismic ground motion is applied to passive-controlled buildings with hysteresis damper. An energy-based method that evaluates the total amount of energy input by seismic motion is an extremely effective method to evaluate the cumulative value. However, when the method is applied to a passive-controlled building, studies that consider the plasticization of the main frame are performed only in the first story. In this study, we focused on maximum deformation, and we propose a prediction method for maximum deformation in all stories by considering plasticization of the main frame.
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