土木学会論文集A2(応用力学)
Online ISSN : 2185-4661
ISSN-L : 2185-4661
応用力学論文集Vol.14(特集)
バイリニア型履歴を持つ1自由度系の地震時応答加速度より算定される等価固有周期及び等価減衰定数から最大応答塑性率を推定する試み
古川 愛子五十嵐 晃清野 純史
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2011 年 67 巻 2 号 p. I_801-I_812

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In this study, estimation equations of maximum response ductility from the acceleration response of a nonlinear SDOF system during an earthquake are proposed. It is assumed that the model has a bilinear skelton curve and is subject to Masing's law. The estimation equations are the function of the equivalent natural period and damping ratio on the assumption that the nonlinear system is approximated with an equivalent linear model. The approximation is conducted in the time and frequency domains, respectively, and different estimation equations are derived for each domain. The validity of the proposed equations is confirmed through the numerical simulations. It is found that the equations derived in the frequency domain have higher accuracy if extracted acceleration records with impulsive response are used. It is also found that the equations derived in the time domain give bad accuracy when the displacement response is nonsymmetric or acceleration records contain measurement noise.
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© 2011 公益社団法人 土木学会
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