建築構造物のファジィ非線形履歴応答制御における制御パラメータの適正値について : ファジィ理論の建築構造物の地震応答制御への適用性に関する研究(II)

概要

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In our previous study, the applicability of the fuzzy hysteretic response control to structures in the range of strong nonlinearity was analytically and experimentally confirmed. In this paper, the practically of the fuzzy elasto-plastic response control was discussed using an analytical method which can almost exactly simulate the results of the hysteretic response control tests executed by the authors. The optimum values of the parameters for hysteretic response control was suggested from a practical point of view and it was confirmed that these values produced efficient response control during earthquakes ranging from slight tremors to strong shakings.
社団法人日本建築学会の論文
1995-07-30