Experimental study on the bidirectional inelastic deformation capacity of U-shaped steel dampers for seismic isolated buildings-Reference-Cited by-同舟云学术

Experimental study on the bidirectional inelastic deformation capacity of U-shaped steel dampers for seismic isolated buildings

Published:2015-08-27 Issue:2 Volume:45 Page:173-192
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Ene Diana¹,Kishiki Shoichi¹,Yamada Satoshi¹,Jiao Yu²,Konishi Yoshinao³,Terashima Masao³,Kawamura Norihisa⁴

Affiliation:

1. Tokyo Institute of Technology; Nagatsuta 4259, Midori-ku Yokohama 226-8503 Japan

2. Tokyo University of Science; Niijuku 6-3-1, Katsushika-ku Tokyo 125-0051 Japan

3. Nippon Steel and Sumikin Eng. Co., Ltd.; 1-5-1 Osaki, Shinagawa Tokyo Japan

4. Nippon Steel and Sumikin Eng. USA, Inc.; 2000 Alameda de las Pulgas, Suite 159 San Mateo CA 94403 USA

Publisher

Wiley

Subject

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

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1002/eqe.2621/fullpdf

Reference20 articles.

1. Response of base-isolated USC hospital building in Northridge earthquake;Nagarajaiah;Journal of Structural Engineering, ASCE,2000

2. A partial view of Japanese post-Kobe seismic design and constructions practices;Nakashima;Journal of Earthquake Engineering and Engineering Seismology, Special Issue--Post-Kobe Seismic Design and Construction of Japanese Building Structures,2003

3. Development of Seismic Isolation Worldwide

4. A simple pendulum technique for achieving seismic isolation;Zayas;Earthquake Spectra,1990

5. Modeling triple friction pendulum bearings for response-history analysis;Fenz;Earthquake Spectra,2008

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