Vibration Characteristics of Capped Viscous Damping Based on Frame Restoring-Force Amplitude

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OS8：構造物と地盤の減衰

オーガナイズドセッション » OS8：構造物と地盤の減衰

構造物と地盤の減衰 (3)

Fri. Jun 24, 2022 3:00 PM - 4:20 PM Room 4 (Online)

座長：佐武直紀

3:20 PM - 3:40 PM

*Yoshihiro Mogi¹, Naohiro Nakamura², Kunihiko Nabeshima², Akira Ota¹ (1. Taisei corporation, 2. Hiroshima University)

Keywords:Stiffness proportional damping, Mode damping, Rayleigh damping, Capped damping, Frequency insensitiveness

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