The Behavior of Welded Moment Connections in Box-Columns and Investigating Applied Demands for Different Cyclic Loading Protocols-Reference-Cited by-同舟云学术

The Behavior of Welded Moment Connections in Box-Columns and Investigating Applied Demands for Different Cyclic Loading Protocols

Published:2021-01-06 Issue:2 Volume:21 Page:455-474
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Ghassemieh M.^ORCID,Hassani Sokhtesaraei M.^ORCID,Mirghaderi S. R.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

http://link.springer.com/content/pdf/10.1007/s13296-020-00449-8.pdf

Reference39 articles.

1. AISC/ANSI 341-97. (1997). Seismic provisions for structural steel buildings. Chicago (II.): American Institute of Steel Construction, Inc.

2. AISC/ANSI 341-00. (2000). Seismic provisions for structural steel buildings, Chicago (IL): American Institute of Steel Construction, Inc.

3. AISC/ANSI 341-16. (2016a). Seismic provisions for structural steel buildings. Chicago (IL): American Institute of Steel Construction. Inc.

4. AISC/ANSI 360-16. (2016b). Commentary on the specification for structural steel buildings. Chicago (IL): American Institute of Steel Construction, Inc.

5. AISC/ANSI 358-05s2-14. (2016c). Prequalified connections for special and intermediate steel moment frames for seismic applications. Chicago (IL): American Institute of Steel Construction, Inc.

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