Replaceable Fuses in Earthquake Resistant Steel Structures: A Review

Author:

Saravanan M.ORCID,Goswami Rupen,Palani G. S.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference66 articles.

1. Adan, S. M., & Gibb, W. (2009). Experimental evaluation of kaiser bolted bracket steel moment-resisting connections. Engineering Journal, 46(3), 181.

2. AISC341-16. (2016). Seismic provisions for structural steel buildings. American Institute of Steel Construction, Chicago, Illinois 60601-6204.

3. ANSI, AISC 341–16. (2016). Seismic provisions for structural steel buildings (p. 60601). Chicago, Illinois: American Institute of Steel Construction, An American National Standard.

4. ANSI, AISC 358–16. (2015). Prequalified connections for special and intermediate steel moment frames for seismic applications (p. 60601). Chicago, Illinois: American Institute of Steel Construction, An American National Standard.

5. Arlekar, J. N., & Murty, C. (2004). Improved truss model for design of welded steel moment-resisting frame connections. Journal of Structural Engineering, 130(3), 498–510.

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