Effects of Bearing Type on Seismic Response of Small Base Isolation System Using Friction Bearings

Effects of Bearing Type on Seismic Response of Small Base Isolation System Using Friction Bearings

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作者 Katsumi Kurita Mikito Kezuka Shigeru Aoki Yuuj i Nakanishi Kazutoshi Tominaga Mitsuo Kanazawa

机构地区 Department of Mechanical Engineering Department of Production Systems Engineering Kanazawa Seisakusyo Co.

出处《Journal of Civil Engineering and Architecture》 2014年第3期261-267,共7页 土木工程与建筑（英文版）

关键词基础隔震系统摩擦力轴承地震反应型号固有振动频率动态特性发生变化 Small base isolation system, friction bearing, peak amplitude, natural frequency, damping ratio.

参考文献1

1S. Fujita, Y. Morikawa, I. Shimoda, S. Nagata and H. Shimosaka, Isolation system for equipment using friction pendulum bearings (lst report, Shaking tests and response analysis on isolated equipment), Trans. Jpn. Soc Mech. Eng. (Series C) 59 557 (1993)11-16 (in Japanese with English abstract).
2S. Ueda, M. Akimoto, T. Enomoto and T. Fujita, Study of roller type seismic isolation device for works of art, Trans. Jpn. Soc. Mech. Eng. (Series C) 71 (703) (2005) 807-812 (in Japanese with English abstract).
3S. Fujita, H. Yamamoto, N. Kitagawa and H. Kurabayashi, Research and development of the friction pendulum isolation device with poly-curvature: Investigation of Isolation performance on shake test and response analysis using vending machine model), Trans. Jpn. Soc. Mech. Eng. (Series C) 69 (684) (2003) 1990-1996 (in Japanese with English abstract).
4S. Aoki, T. Otaka, Y. Nakanishi, T. Nishimura, M. Inagaki and M. Kanazawa, Reduction method of seismic response with friction bearing, in: Proceedings of the Japan Society of Mechanical Engineers (Kanto), No. 060-1,485-486, 2006 (in Japanese with English abstract).

1魏标,戴公连,文颖,夏烨.Seismic performance of isolation system of rolling friction with springs[J].Journal of Central South University,2014,21(4):1518-1525.
2魏标,王鹏,杨添涵,戴公连,蒋丽忠,文颖.Effects of friction variability on isolation performance of rolling-spring systems[J].Journal of Central South University,2016,23(1):233-239. 被引量：1

Journal of Civil Engineering and Architecture

2014年第3期

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