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.
Salem, F. (2020). Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames.. MEJ- Mansoura Engineering Journal, 40(2), 1-12. doi: 10.21608/bfemu.2020.101228
MLA
Fikry A. Salem. "Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames.". MEJ- Mansoura Engineering Journal, 40, 2, 2020, 1-12. doi: 10.21608/bfemu.2020.101228
HARVARD
Salem, F. (2020). 'Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames.', MEJ- Mansoura Engineering Journal, 40(2), pp. 1-12. doi: 10.21608/bfemu.2020.101228
VANCOUVER
Salem, F. Experimental Study of Extended End-Plate Connections in Steel Moment Resisting Frames.. MEJ- Mansoura Engineering Journal, 2020; 40(2): 1-12. doi: 10.21608/bfemu.2020.101228
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