Journal of Constructional Steel Research, vol. 6, issue 4 (1986) pp. 273-284
The shear stiffness of stud shear connections in composite beams has been derived from the analysis of 116 push tests; these tests include eight new push tests in which reverse and uni-directional cyclic loads were applied. The method predicts the slip when the shear load is first applied to a connection, the slip during a cycle of load, and it predicts the permanent set caused by a cycle of load. ?? 1986.
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