There is no Commentary for this Appendix.
REFERENCES
The following references have been reviewed as a basis for the prequalification of the connections described in this standard. Although some references are not specifically cited in this standard, they have been reviewed by the AISC Connection Prequalification Review Panel and are listed here to provide an archival record of the basis for this standard in accordance with the requirements of AISC Seismic Provisions Chapter K.
ALL CONNECTIONS
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AISC (2005), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-05, American Institute of Steel Construction, Chicago, Ill., March 9.
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AISC (2010a), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-10, American Institute of Steel Construction, Chicago, Ill., June 22.
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AISC (2010b), Specification for Structural Steel Buildings, ANSI/AISC 360-10, American Institute of Steel Construction, Chicago, Ill., June 22.
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AISC (2016a), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-16, American Institute of Steel Construction, Chicago, Ill., July 12.
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AISC (2016b), Specification for Structural Steel Buildings, ANSI/AISC 360-16, American Institute of Steel Construction, Chicago, Ill., July 7.
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AISC (2017), Steel Construction Manual, 15th Ed., American Institute of Steel Construction, Chicago, Ill.
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AISC (2022a), Seismic Provisions for Structural Steel Buildings, ANSI/AISC 341-22, American Institute of Steel Construction, Chicago, Ill., September 26.
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AISC (2022b), Specification for Structural Steel Buildings, ANSI/AISC 360-22, American Institute of Steel Construction, Chicago, Ill., August 1.
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Anderson, J.C. and Linderman, R.R. (1991), "Steel Beam to Box Column Connections," Report No. CE 91-03, Department of Civil Engineering, University of Southern California, Los Angeles, Calif.
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ASME (2019), Surface Texture (Surface Roughness, Waviness, and Lay), B46.1, American Society of Mechanical Engineers, New York, N.Y.
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ATC (1992), Guidelines for Cyclic Seismic Testing of Components of Steel Structures, ATC-24, Applied Technology Council, Redwood City, Calif.
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AWS (2010), Criteria for Describing Oxygen-Cut Surfaces, AWS C4.1:2010, American Welding Society, Miami, Fla.
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AWS (2020), Structural Welding Code—Steel, AWS D1.1/D1.1M:2020, American Welding Society, Miami, Fla.
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AWS (2021), Structural Welding Code—Seismic Supplement, AWS D1.8/D1.8M:2021, American Welding Society, Miami, Fla.
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Ball, S.C., Uang, C.M., Kim, D.W., and Sim, H.B. (2010), “Cyclic Testing of Steel Non-orthogonal RBS Moment Connections for LAX Tom Bradley International Terminal Modernization Program,” Proceedings of the 79th Annual SEAOC Convention, Indian Wells, Calif., Structural Engineers Association of California, Sacramento, Calif.
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Barsom, J. and Korvink, S. (1998), “Effects of Strain Hardenening and Strain Aging on the K-Region of Structural Shapes,” Report No. SAC/BD-98/02, SAC Joint Venture, Sacramento, Calif.
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Chi, W.M., Deierlein, G., and Ingraffea, A. (1997), “Finite Element Fracture Mechanics Investigation of Welded Beam-Column Connections,” Report No. SAC/BD-97/05, SAC Joint Venture, Sacramento, Calif.
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FEMA (1997), NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, FEMA 302, Part 1—Provisions, Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000a), Recommended Post-Earthquake Evaluation and Repair Criteria for Welded Steel Moment-Frame Buildings, FEMA 352, Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000b), Recommended Seismic Design Criteria for New Steel Moment-Frame Buildings, FEMA 350, Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000c), Recommended Seismic Evaluation and Upgrade Criteria for Existing Welded Steel Moment-Frame Buildings, FEMA 351, Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000d), Recommended Specifications and Quality Assurance Guidelines for Steel Moment-Frame Construction for Seismic Applications, FEMA 353, Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000e), State of the Art Report on Connection Performance, FEMA 355D, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
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FEMA (2000f), State of the Art Report on Systems Performance of Steel Moment Frames Subject to Earthquake Ground Shaking, FEMA 355C, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
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FEMA (2011), Quantification of Building Seismic Performance Factors: Component Equivalency Methodology, FEMA P-795, Federal Emergency Management Agency, Washington, D.C.
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Kim, T., Stojadinović, B., and Whittaker, A.S. (2008), “Seismic Performance of Pre-Northridge Welded Steel Moment Connections to Built-Up Box Columns,” Journal of Structural Engineering, ASCE, Vol. 134, pp. 289–299.
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Lee, P., Garai, R., Ozkula, G., Uang, C.M., and Sarkisian, M. (2014), “Issues on Using Welded Built-up Box Columns in Steel Special Moment Frames,” Proceedings—Tenth U.S. National Conference on Earthquake Engineering, Earthquake Engineering Research Institute.
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Prinz, G.S. and Richards, P.W. (2016), “Demands on Reduced Beam Section Connections with Out-of-Plane Skew,” Journal of Structural Engineering, ASCE, Vol. 142, No. 1.
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RCSC (2020), Specification for Structural Joints Using High-Strength Bolts, Research Council on Structural Connections, Chicago, Ill.
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Tsai, K.C. and Popov, E.P. (1986), "Two Beam-to-Column Web Connections," Report No. UCB/EERC-86/05, Earthquake Engineering Research Center, University of California at Berkeley, April.
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Tsai, K.C. and Popov, E.P. (1988), “Steel Beam-Column Joints in Seismic Moment Resisting Frames,” Report No. UCB/EERC-88/19, Earthquake Engineering Research Center, University of California at Berkeley, November.