Static Behavior of Beam-to-Column Moment Connectionsby W. F. Chen, (M.ASCE), Prof. of Struc. Engrg.; School of Civ. Engrg., Purdue Univ., West Lafayette, Ind. 47907,
K. V. Patel, (A.M.ASCE), Grad. Asst.; School of Civ. Engrg., Purdue Univ., West Lafayette, Ind. 47907,
Serial Information: Journal of the Structural Division, 1981, Vol. 107, Issue 9, Pg. 1815-1838
Document Type: Journal Paper
Abstract: A review is presented of tests on beam-to-column moment flange connections. The main objective of these tests was to study the behavior and to develop the design method for flange moment connections. A test program of flange connections consisted of 12 full-size beam-to-column connections. This test series included specimens representing connections for the lower stories, middle stories, and upper stories of a multi-story frame. Primary attention is focused on strength, deformation capacity and overall stiffness of the connection. The load-deflection plot of each connection is compared with its control test behavior, in the adequacy of AISC specifications is studied.
Subject Headings: Connections (structural) | Beams | Columns | Moment (mechanics) | Flanges | Structural behavior | Mid-rise buildings | Frames |
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