Seismic retrofit of existing SRC frames using rocking walls and steel dampers

Author:

Wada Akira,Qu Zhe,Motoyui Shojiro,Sakata Hiroyasu

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference15 articles.

1. Verde R V. Explanation for the numerous upper floor collapses during the 1985 Mexico City earthquake. Earthquake Engineering & Structural Dynamics, 1991, 20(3): 223–241

2. AIJ. Report on the Hanshin-Awaji earthquake disaster-building series volume 1: structural damage to reinforced concrete building. Tokyo: AIJ, 1997 (in Japanese)

3. Ye L P, Lu X Z, Zhao S C, et al. Seismic collapse resistance of RC frame structures. Journal of Building Structures, 2009, 30(6): 67–76 (in Chinese)

4. MacRae G A, Kimura Y, Roeder C. Effect of column stiffness on braced frame seismic behavior. Journal of Structural Engineering, 2004, 130(3): 381–391

5. Tagawa H. Towards an understanding of seismic response of 3D structures stability & reliability. Dissertation for the Doctoral Degree. Washington DC: University of Washington, 2005

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