Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames. | ||||
| MEJ- Mansoura Engineering Journal | ||||
| Article 7, Volume 40, Issue 2, June 2015, Page 1-12 PDF (900.01 K) | ||||
| Document Type: Research Studies | ||||
| DOI: 10.21608/bfemu.2020.101228 | ||||
 View on SCiNiTO | ||||
| Author | ||||
Fikry A. Salem 
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| Department of Structural Engineering., Faculty of Engineering., Mansoura University., Mansoura., P.O. Box 35516., Egypt. | ||||
| Abstract | ||||
| In this paper, experimental tests have been carried out to investigate the behavior of extended end-plate moment connections. The experimental program has been executed in the heavy structures laboratory, Faculty of Engineering, Mansoura University, Egypt. In this program, ten end-plate moment connections have been tested to failure. The studied parameters in the experimental work are: (i) thickness of end plate, (ii) diameter of bolt, (iii) column stiffeners opposite the tested connections and (iv) grade of bolt. | ||||
| Keywords | ||||
| Steel frames; end-plate moment connections; experimental program. thickness of end plate; diameter of bolt; column stiffeners and grade of bolt | ||||
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