Effect of Friction Dependencies on the Bidirectional Earthquake Response of Double Concave Friction Pendulum Bearings-Reference-Cited by-同舟云学术

Effect of Friction Dependencies on the Bidirectional Earthquake Response of Double Concave Friction Pendulum Bearings

Published:2023-06-07 Issue:3 Volume:28 Page:777-798
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Li Jiaxi¹²³,Kishiki Shoichi⁴,Yamada Satoshi⁵,Yamazaki Shinsuke⁶,Watanabe Atsushi⁶,Terashima Masao⁶

Affiliation:

1. Earthquake Engineering Research & Test Center, Guangzhou University, Guangzhou, China

2. Key Laboratory of Earthquake Resistance, Earthquake Mitigation and Structural Safety, Ministry of Education, Guangzhou, China

3. Department of science and technology of Guangdong province, Guangdong Provincial Key Laboratory of Earthquake Engineering and Applied Technology, Guangzhou, China

4. Laboratory for Future Interdisciplinary Research of Science and Technology, Institute of Innovative Research, Tokyo Institute of Technology, Yokohama, Japan

5. Department of Architecture, Graduate School of Engineering, The University of Tokyo, Tokyo, Japan

6. Nippon Steel Engineering, Osaki Center Building, Tokyo, Japan

Publisher

Informa UK Limited

Subject

Safety, Risk, Reliability and Quality

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2023.2220034

Reference40 articles.

1. AASHTO. 1993. AASHTO Guide for Design of Pavement Structures. Washington, DC, US: American Association of State Highway and Transportation Officials.

2. Architectural Institute of Japan. 2016. Design recommendations for seismically isolated buildings. Tokyo, Japan: Architectural Institute of Japan.

3. ASCE/SEI 7-16. 2016. Minimum design loads and associated criteria for buildings and other structures. Reston, VA, USA: American Society of Civil Engineers (ASCE).

4. Experimental study of the effect of restraining rim design on the extreme behavior of pendulum sliding bearings

5. Benzoni, G., and F. Seible. 1998. Design of the Caltrans Seismic Response Modification Device (SRMD) test facility (IWGFR–96), Vol. 325. Vienna, Austria: International Atomic Energy Agency (IAEA); International Working Group on Fast Reactors.

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