日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
エネルギーに立脚した非定常弾性応答における減衰による応答低減係数の評価
平石 久廣朱 盈大井 希良里大塚 悠里大出 大輔稲井 栄一
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2016 年 81 巻 719 号 p. 29-37

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 This paper theoretically induces the response reduction factor of the elastic single-mass system based on the equilibrium of the absorbed energy and the input energy during one cycle just before the maximum response. The fundamental relation adopted in the theory is that the response waveform with random damping factor is expressed as α times that of the basic damping factor. This value of α corresponds to the response reduction factor and is greatly affected by a projecting ratio of the maximum response to the peak response just before it. Finally, the paper presents the equation to calculate the response reduction factor as the function of projecting ratio. The theoretical values given by the proposed equation show excellent agreement with those of the time history analyses.
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