Behavior of Tall Frame Combining Rigid and Semi-Rigid Connections

by Norimitsu Kishi, (A.M.ASCE), Muroran Inst of Tech, Muroran, Japan,
Wai-Fah Chen, (M.ASCE), Muroran Inst of Tech, Muroran, Japan,
Yoshiaki Goto, (M.ASCE), Muroran Inst of Tech, Muroran, Japan,
Ken-ichi G. Matsuoka, (M.ASCE), Muroran Inst of Tech, Muroran, Japan,



Document Type: Proceeding Paper

Part of: Structures Congress XII

Abstract:

In this paper, the applicability of the mixed use of rigid and semi-rigid connections in the tall frame is discussed. It is tried. for 4-bay 8-storey frame to be numerically analyzed for 4 combinations of mixed use of connections, in which top- and seat-angle with double web-angle connections are used as semi-rigid. connections. All cases considered here give the building drift less than Δ/H < 1/400 in which Δ is building drift and H is frame height. Then, semi-rigid connections can be used in tall frame by rationally combining with rigid connections.



Subject Headings: Structural behavior | Rigid frames | Connections (structural) | Structural analysis | Numerical analysis | Joints | Structural design | Drift (structural)

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