Evaluating simplified models in predicting global seismic responses of a shake table–test building isolated by triple friction pendulum bearings-Reference-Cited by-同舟云学术

Evaluating simplified models in predicting global seismic responses of a shake table–test building isolated by triple friction pendulum bearings

Published:2019-01-29 Issue:6 Volume:48 Page:594-610
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct Dyn

Author:

Dao Nhan D.¹^ORCID,Ryan Keri L.²^ORCID,Nguyen‐Van Hieu¹

Affiliation:

1. Department of Civil EngineeringUniversity of Architecture Ho Chi Minh City Ho Chi Minh Viet Nam

2. Department of Civil and Environmental EngineeringUniversity of Nevada Reno Nevada USA

Funder

National Foundation for Science and Technology Development

Publisher

Wiley

Subject

Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/eqe.3152

Reference35 articles.

1. ChopraAK.Dynamics of structures: theory and applications to earthquake engineering. Prentice Hall Upper Saddle River NJ USA 2015.

2. Earthquake-Resistant Design with Rubber

3. International Conference of Building Officials (ICBO).Earthquake regulations for seismic isolated structures. Chapter 23 of Uniform Building Code Whittier CA USA 1991.

4. Structural Engineers Association of Northern California (SEAONC).Tentative seismic isolation design requirements. San Francisco CA USA 1986.

5. Structural Engineers Association of California (SEAOC).Tentative general requirements for the design and construction of seismic isolated structures. Appendix IL of Recommended Lateral Force Requirements and Commentary (Blue Book) Seismology Committee San Francisco CA USA 1990.

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