WUF-W Moment Connection in Steel Box-Column Subjected to the New Cyclic Loading Protocol-Reference-Cited by-同舟云学术

WUF-W Moment Connection in Steel Box-Column Subjected to the New Cyclic Loading Protocol

Published:2022-07-14 Issue:4 Volume:22 Page:1236-1265
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

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

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-022-00630-1.pdf

Reference51 articles.

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

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

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

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

5. ASCE 41. Seismic evaluation and retrofit of existing buildings. American Society of Civil Engineers, 2017.

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