R-13References — Chapter 13 Double-TEE moment connection

Larson, P.C. (1996), "The Design and Behavior of Bolted Beam-to-Column Frame Connections under Cyclic Loading," Master's Thesis, University of Texas at Austin, Austin, Texas.

Hantouche, E.G., Kukreti, A.R., Rassati, G.A., and Swanson, J.A. (2013), “Modified Stiffness Model for Thick Flange in Built-Up T-Stub Connections,” Journal of Constructional Steel Research, Vol. 81, February, pp. 76–85.

Hantouche, E.G., Kukreti, A.R., Rassati, G.A., and Swanson, J.A. (2015), “Prying Models for Strength in Thick-Flange Built-Up T-Stubs with Complete Joint Penetration and Fillet Welds,” Journal of Structural Engineering, ASCE, Vol. 141, No. 2.

McManus, P. and Pucket, J.A. (2010), Economic and Serviceable Seismic Systems: Phase I—Ductile WT Moment Frames, Final Report for the American Institute of Steel Construction, June, University of Wyoming, Laramie, Wyo.

Sato, A., Newell, J., and Uang, C.M. (2008), “Cyclic Behavior and Seismic Design of Bolted Flange Plate Steel Moment Connections,” Engineering Journal, AISC, Vol. 45, No. 4, pp. 221–232.

Schneider, S.P. and Teeraparbwong, I. (1999), “SAC Task 7.09: Bolted Flange Plate Connections,” Report submitted to the SAC Joint Venture by the University of Illinois, Urbana, Ill.

Swanson, J.A. (1999), "Characterization of the Strength, Stiffness, and Ductility Behavior of T-Stub Connections," Ph.D. Thesis, Georgia Institute of Technology, Atlanta, Ga.

Swanson, J.A. (2002), “Ultimate Strength Prying Models for Bolted T-Stub Connections,” Engineering Journal, AISC, Vol. 39, No. 3, pp. 136–147.

Swanson, J.A. (2016), “Strength of Beams in Beam-to-Column Connections with Holes in the Tension Flange,” Engineering Journal, AISC, Vol. 53, No. 3, pp. 159–172.

Swanson, J.A. and Leon, R.T. (2000), “Bolted Steel Connections: Tests on T-Stub Components,” Journal of Structural Engineering, ASCE, Vol. 126, No. 1, pp. 50–56.

Ulloa Barbaran, F.V. (1996), "Tension Bolt Behavior in Moment Connections for Seismic Applications," Master's Thesis, University of Texas at Austin, Austin, Texas.