Numerical study of the cyclic load behavior of AISI 316L stainless steel shear links for seismic fuse device

Author:

Li Ruipeng,Zhang Yunfeng,Tong Le-Wei

Publisher

Springer Science and Business Media LLC

Subject

Architecture,Civil and Structural Engineering

Reference23 articles.

1. Uang C M, Nakashima M, Tsai K C. Research and application of buckling-restrained braced frames. International Journal of Steel Structures, 2004, 4: 301–313

2. Tsai C, Tsai K. TPEA device as seismic damper for high-rise buildings. Journal of Engineering Mechanics, 1995, 121(10): 1075–1081

3. Kasai K, Popov E. General behavior of WF steel shear link beams. Journal of Structural Engineering, 1986, 112(2): 362–382

4. McDaniel C C, Uang C M, Seible F. Cyclic testing of built-up steel shear links for the New Bay Bridge. Journal of Structural Engineering, 2003, 129(6): 801–809

5. Baddoo N. AISC Design Guide 27: Structural Stainless Steel. American Institute of Steel Construction (AISC), Chicago, Illinois, USA, 2013

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