FUNDAMENTAL STUDY OF DAMPING MODELS WITH ENHANCED FREQUENCY INDEPENDENCE IN NONLINEAR SEISMIC RESPONSE ANALYSIS
Author:
Affiliation:
1. Hiroshima Univ., Graduate School of Advanced Sci. and Eng.
2. Design Division, Taisei Corporation
3. Engineering 1 Division, Terrabyte
Publisher
Architectural Institute of Japan
Subject
Building and Construction,Architecture
Link
https://www.jstage.jst.go.jp/article/aijs/88/811/88_1348/_pdf
Reference14 articles.
1. 1) AIJ: Damping and Vibration of Buildings, 2020 日本建築学会： 建築物の減衰と振動, 2020
2. 2) Mogi Y., Nakamura N., Nabeshima K., Ota A.: Vibration Characteristics of Capped Viscous Damping Based on Frame Restoring-Force Amplitude, Frontiers in Built Environment, Vol. 8, doi: 10.3389/fbuil.2022.858029, Accessed 2022.3
3. 3) Luo, H., Ikago, K.: Unifying causal model of rate-ndependent linear dampingfor effectively reducing seismic response in low-frequency structures, Earthquake Engineering & Structural Dynamics, Vol. 50, pp.2355-2378, 2021.6
4. 4) Nakamura, N.: A PRACTICAL METHOD FOR ESTIMATING CASUAL HYSTERETIC DAMPING, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 70, No. 596, pp.33-39, 2005.10 (in Japanese) 中村尚弘： 因果的履歴減衰の実用的評価法, 日本建築学会構造系論文集, 第 70 巻, 第 596 号, pp. 33-39, 2005.10
5. 5) Nakamura, N.: STUDY ON UPGRADING OF RAYLEIGH DAMPING, Journal of Structural and Construction Engineering (Transactions of AIJ), Vol. 79, No. 706, pp. 1751-1761, 2014.12 (in Japanese) 中村尚弘： Rayleigh 減衰の高度化に関する研究, 日本建築学会構造系論文集, 第 79 巻, 第 706 号, pp. 1751-1761, 2014.12
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