Reliability of U-shaped steel dampers used in base-isolated structures subjected to biaxial excitation-Reference-Cited by-同舟云学术

Reliability of U-shaped steel dampers used in base-isolated structures subjected to biaxial excitation

Published:2016-09-22 Issue:4 Volume:46 Page:621-639
ISSN:0098-8847
Container-title:Earthquake Engineering & Structural Dynamics
language:en
Short-container-title:Earthquake Engng Struct. Dyn.

Author:

Ene Diana¹,Yamada Satoshi¹,Jiao Yu²,Kishiki Shoichi¹,Konishi Yoshinao³

Affiliation:

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

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

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

Publisher

Wiley

Subject

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

Reference18 articles.

1. Kobori T Miura Y Fukuzawa E Development and Application of Hysteresis Steel Dampers Earthquake Engineering, 10 th World Conference Rotterdam 1992

2. Design rules, experimental evaluation and fracture models for high-strength and stainless-steel hourglass shape energy dissipation devices;Vasdravellis;Journal of Structural Engineering,2014

3. Systematic development of a new hysteretic damper based on torsional yielding: part I - design and development;Milani;Earthquake Engineering and Structural Dynamics,2015

4. Experimental evaluation of cyclic deformation capacity of U-shaped steel dampers for base-isolated structures;Kishiki;Journal of Structural and Construction Engineering,2008

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