Parametric computational study on butterfly-shaped hysteretic dampers

Author:

Farzampour Alireza,Eatherton Matthew Roy

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference19 articles.

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2. Hitaka T, Matsui C. Seismic performance of Steel Shear Wall with Slits integrated with multi story composite moment frame. In: The 5th International Conference on Behavior of Steel Structures in Seismic Areas. Yokohama, 2006

3. Ma X, Borches E, Pena A, Krawinkler H, Billington S, Dierlein G. Design and Behavior of Steel Shear Plates with Opening as Energy Dissipating Fuses. The John A. Blume Earthquake Engineering Center, Report No. 173, 2011

4. Lee C K, Ju Y, Min J, Lho S, Kim S. Non-uniform steel strip dampers subjected to cyclic loadings. Engineering Structures, 2015, 99(15): 192–204

5. Luth G, Krawinkler H, McDonald B, Park M. USC School of cinema: An example of reparable performance based design. In: SEAOC 2008 convention proceedings, 2008

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