I-beam to box–column connection by a vertical plate passing through the column

Author:

Mirghaderi Seyed Rasoul,Torabian Shahabeddin,Keshavarzi Farhad

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference26 articles.

1. Steel moment frames for earthquakes in United States and Japan;Nakashima;J Struct Eng, ASCE,2000

2. Designing with structural tubing;Sherman;Eng J, AISC,1996

3. FEMA-355D. State of the art report on connection performance. Washington (DC): Federal Emergency Management Agency; 2000.

4. Evaluation of reinforced connections between steel beams and box columns;Chen;Eng Struct,2004

5. Ductile moment connections used in steel column-tree moment-resisting frames;Chen;J Construct Steel Res,2006

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