Research and development of thick rubber bearing for SFR (Hysteresis model for thick rubber bearing based on static loading tests)

Author:

FUKASAWA Tsuyoshi1,OKAMURA Shigeki1,YAMAMOTO Tomohiko2,KAWASAKI Nobuchika2,SOMAKI Takahiro3,SAKURAI Yu4,MASAKI Nobuo4

Affiliation:

1. Mitsubishi FBR Systems, Inc.

2. Japan Atomic Energy Agency

3. Obayashi Corporation

4. Bridgestone Corporation

Publisher

Japan Society of Mechanical Engineers

Reference13 articles.

1. Asano, H., Hirotani, T., Nakayama, T., Norimono,T., Aikawa,Y., Sato, K., Asakura, S., Jimbo, M. and Umeki, U., Development of an evaluation method for seismic isolation systems of nuclear power facilities: Part 10 Evaluation of seismic isolator design, ASME, Pressure vessels and piping conference (2014), PVP2014-2940.

2. Fukasawa, T., Okamura, S., Yamamoto, T., Kawasaki, N., Inaba, S., Somaki, T., Samejima, Y. and Masaki, N., Research and development of thick rubber bearing for SFR (Design formulas for thick rubber bearing based on static loading test utilized scale model), Transactions of the JSME (in Japanese), Vol. 83, No. 852 (2017), DOI : 10.1299/transjsme.17-00050.

3. Hirata, K., Yabana, S., Kanazawa, K. and Matsuda, A., Effects of applying three-dimensional seismic isolation system on the seismic design of FBR., CRIEPI Research Report, No. U97001(1997) (in Japanese).

4. IAEA, Safety of nuclear power plants: Design, Safety stadards series, No. NS-R-1 (2000).

5. Japanese Industrial Standards, Elastomeric seismic-protection isolators for buildings - Part 1: Specifications, JIS K 6410-1 (2015) (in Japanese).

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