Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Eine Plattform für die Wissenschaft: Bauingenieurwesen, Architektur und Urbanistik
Behavior of riveted and bolted beam-to-column connections
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.
Behavior of riveted and bolted beam-to-column connections
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.
Behavior of riveted and bolted beam-to-column connections
ASCE -- Proc (J Structural Div)
Munse, W.H. (Autor:in) / Bell, W.G. (Autor:in) / Chesson, Jr., E. (Autor:in)
1959
22 pages
Aufsatz (Zeitschrift)
Englisch
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