日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
実効変形を考慮した履歴減衰型制振部材を有する鋼構造建物のエネルギーの釣合に基づく応答予測法
栗林 晃司佐藤 大樹北村 春幸山口 路夫西本 晃治
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2011 年 76 巻 661 号 p. 543-552

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抄録
The structural-seismic safety is evaluated by the amount of plasticity energy. The prediction method based on energy balance has been established, and this method is founded on simplified shear spring model. In case of the vibration control structure having the hysteretic dampers, the shear spring model excessively evaluates the efficiency of the vibration control of the dampers because the effective damper deformation is not considered.
In this paper, the shear spring model considering the effective deformation of the hysteretic damper is made by connecting the series spring to the damper. This series spring can be obtained without the push-over analysis of the material model. In addition, the prediction method based on energy balance considering the effective damper deformation is proposed.
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© 2011 日本建築学会
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