Numerical Investigation of I-Shaped Beam to Concrete Filled Tube Column Connection Without Continuity Plate-Reference-Cited by-同舟云学术

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Numerical Investigation of I-Shaped Beam to Concrete Filled Tube Column Connection Without Continuity Plate

Published:2021-11-14 Issue:6 Volume:21 Page:2071-2087
ISSN:1598-2351
Container-title:International Journal of Steel Structures
language:en
Short-container-title:Int J Steel Struct

Author:

Sohaei Shohreh,TahamouliRoudsari Mehrzad^ORCID,Memarzadeh Parham

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Link

https://link.springer.com/content/pdf/10.1007/s13296-021-00554-2.pdf

Reference35 articles.

1. Ahmadi, M. M., & Mirghaderi, S. R. (2019). Experimental studies on through-plate moment connection for beam to HSS/CFT column. Journal of Constructional Steel Research, 161, 154–170.

2. AISC. (2016). Specification for Structural Steel Buildings. ANSI/AISC 360–16, American Institute of Steel Construction, Inc., Chicago, Illinois.

3. American Institute of Steel Construction (ANSI/AISC 341–16). (2016). Seismic Provisions for Structural Steel Buildings. Chicago, Illinois.

4. American Institute of Steel Construction (ANSI/AISC 358–16). (2016). Prequalified connections for special and intermediate steel moment frames for seismic applications. Chicago, Illinois.

5. DIN EN 10210. (2016). Hot finished structural steel hollow sections—Part 1: General; German and English version. s.l. : Beuth Verlag.

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