日本建築学会構造系論文集
Online ISSN : 1881-8153
Print ISSN : 1340-4202
ISSN-L : 1340-4202
非線形地震応答解析における振動数非依存性を高めた減衰モデルの基礎的検討
因果性に基づく減衰モデルとUniform減衰モデルの比較
太田 成中村 尚弘鍋島 国彦茂木 良宏川端 昌史
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2023 年 88 巻 811 号 p. 1348-1359

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Causal hysteretic damping, extended Rayleigh damping, and uniform damping are models with frequency-independent damping ratios over a wide frequency range. However, there are many unclear points about its applicability to inelastic problems. Therefore, in this study, in order to compare the vibration characteristics of these damping models, analyses were performed by inputting white noise to multiple 1-degree-of-freedom model with different natural frequencies. As a result, it was confirmed that these damping models are frequency-independent even under inelastic conditions. Furthermore, causal hysteretic damping and extended Rayleigh damping can compute in the same computation time as conventional Rayleigh damping.

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