Numerical Studies of Three-Dimensional Isolated Structures with Vertical Quasi-Zero Stiffness Property-Reference-Cited by-同舟云学术

Numerical Studies of Three-Dimensional Isolated Structures with Vertical Quasi-Zero Stiffness Property

Published:2021-02-03 Issue: Volume: Page:1-22
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Zhou Ying¹,Chen Peng¹,Mosqueda Gilberto²^ORCID

Affiliation:

1. State Key Laboratory of Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China

2. Department of Structural Engineering, University of California, San Diego, California, USA

Funder

China Scholarship Council

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1813662

Reference36 articles.

1. Aiken, D. I., M. J. Kelly, and F. F. Tajirian. 1989. Mechanics of low shape factor elastomeric seismic isolation bearing. Earthquake Engineering Research Center, College of Engineering, University of California. San Francisco, US

2. Christopoulos, C., A. Filiatrault, and V. V. Bertero. 2006. Principles of passive supplemental damping and seismic isolation. IUSS Press. Pavia, IT

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