R-8References — Chapter 8 Welded unreinforced flange-welded web (WUF-W) moment connection

AISC 358-22, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

Last Updated 29 Oct 2026

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Lee, D., Cotton, S.C., Dexter, R.J., Hajjar, J.F., Ye, Y., and Ojard, S.D. (2002), “Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections,” Structural Engineering Report No. ST-01-3.2, Department of Civil Engineering, University of Minnesota.
Lee, D., Cotton, S.C., Hajjar, J., Dexter, R.J., and Ye, Y. (2005a), “Cyclic Behavior of Steel Moment-Resisting Connections Reinforced by Alternative Column Stiffener Details I. Connection Performance and Continuity Plate Detailing,” Engineering Journal, AISC, Vol. 42, No. 4, pp. 189–214.
Lee, D., Cotton, S.C., Hajjar, J., Dexter, R.J., and Ye, Y. (2005b), “Cyclic Behavior of Steel Moment-Resisting Connections Reinforced by Alternative Column Stiffener Details II. Panel Zone Behavior and Doubler Plate Detailing,” Engineering Journal, AISC, Vol. 42, No. 4, pp. 215–238.
Ricles, J.M., Mao, C., Lu, L.W., and Fisher, J.W. (2000), "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connections," Report No. SAC/BD-00-24, SAC Joint Venture, Sacramento, Calif.
Ricles, J.M., Mao, C., Lu, L.W., and Fisher, J.W. (2002), "Inelastic Cyclic Testing of Welded Unreinforced Moment Connections," Journal of Structural Engineering, ASCE, Vol. 128, No. 4.

AISC 358-22, Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications

Last Updated 29 Oct 2026

Hover any section to copy its link or text, ask Copilot about it, or bookmark it.

Lee, D., Cotton, S.C., Dexter, R.J., Hajjar, J.F., Ye, Y., and Ojard, S.D. (2002), “Column Stiffener Detailing and Panel Zone Behavior of Steel Moment Frame Connections,” Structural Engineering Report No. ST-01-3.2, Department of Civil Engineering, University of Minnesota.
Lee, D., Cotton, S.C., Hajjar, J., Dexter, R.J., and Ye, Y. (2005a), “Cyclic Behavior of Steel Moment-Resisting Connections Reinforced by Alternative Column Stiffener Details I. Connection Performance and Continuity Plate Detailing,” Engineering Journal, AISC, Vol. 42, No. 4, pp. 189–214.
Lee, D., Cotton, S.C., Hajjar, J., Dexter, R.J., and Ye, Y. (2005b), “Cyclic Behavior of Steel Moment-Resisting Connections Reinforced by Alternative Column Stiffener Details II. Panel Zone Behavior and Doubler Plate Detailing,” Engineering Journal, AISC, Vol. 42, No. 4, pp. 215–238.
Ricles, J.M., Mao, C., Lu, L.W., and Fisher, J.W. (2000), "Development and Evaluation of Improved Details for Ductile Welded Unreinforced Flange Connections," Report No. SAC/BD-00-24, SAC Joint Venture, Sacramento, Calif.
Ricles, J.M., Mao, C., Lu, L.W., and Fisher, J.W. (2002), "Inelastic Cyclic Testing of Welded Unreinforced Moment Connections," Journal of Structural Engineering, ASCE, Vol. 128, No. 4.