Behavior of riveted and bolted beam-to-column connectionsby W.H. Munse,
Serial Information: Journal of the Structural Division, 1959, Vol. 85, Issue 3, Pg. 29-50
Document Type: Journal Paper
Three specimens were assembled with high strength bolts and tested at different moment-to-shear ratios; one specimen was assembled with rivets for comparison; study of moment rotation characteristics, moment resisting capacity, slip and shear deformation of connections, deformation of fasteners, and separation of flanges.
Subject Headings: Moment (mechanics) | Bolted connections | Rivets | Comparative studies | Shear deformation | Rotation | Shear resistance
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