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REFERENCES 285Johnson, D. L. (1985), “An Investigation into the Interaction of Flanges and Webs inWide-Flange Shapes,” Proceedings 1985 Annual Technical Session, Cleveland, OH,Structural Stability Research Council, Lehigh University, Bethlehem, PA.Johnson, D. L. (1996), Final Report on Tee Stub Tests, Butler Research Report,Grandview, MO, May.Johnston, B. G. (1939), Pin-Connected Plate Links, 1939 ASCE Transactions.Johnston, B. G., and Deits, G. R. (1942) “Tests of Miscellaneous Welded Building Connections,”Welding Journal, American Welding Society, November, p. 5.Johnston, B. G., and Green, L. F. (1940), “Flexible Welded Angle Connections,” TheWelding Journal, American Welding Society, October.Jones, J. (1940), “Static Tests on Riveted Joints,” Civil Engineering, ASCE, May.Kanchanalai, T. (1977), The Design and Behavior of Beam-Columns in Unbraced SteelFrames, AISI Project No. 189, Report No. 2, Civil Engineering/Structures ResearchLab, University of Texas-Austin, TX, October.Kanchanalai, T., and Lu, L. W. (1979), “Analysis and Design of Framed Columns UnderMinor Axis Bending,” Engineering Journal, <strong>AISC</strong>, Vol. 16, No. 2, 2nd Quarter, pp.29-41.Kemp, A. R., and Trinchero, P. E. (1997), “Horizontal Shear Failures Around ConnectorsUsed With Steel Decking,” Composite Construction in Steel and Concrete III, ASCE,pp. 104-118.Kenny, J. R., Bruce, D. A., and Bjorhovde, R. (1994), “Removal of Yield Stress Limitationfor Composite Tubular Columns,” Engineering Journal, <strong>AISC</strong>, Vol. 31, No. 1, pp.1-11.Ketter, R. L. (1961), “Further Studies of the Strength of Beam-Columns,” Journal of theStructural Division, ASCE, Vol. 87, No. ST6, August, pp. 135-152.Kim, H. J., and Yura, J. A. (1996), The Effect of End Distance on the Bearing Strength ofBolted Connections, PMFSEL Report No. 96-1, University of Texas-Austin.Kirby, P. A., and Nethercot, D. A. (1979), Design for Structural Stability, John Wiley andSons, Inc., New York, NY.Kishi, N., and Chen, W. F. (1986), Data Base of Steel Beam-to-Column Connections, Vol.1 & 2, Structural Engineering Report No. CE-STR-86-26, School of Civil Engineering,Purdue University, West Lafayette, IN.Kitipornchai, S., and Trahair, N. S. (1980), “Buckling Properties of MonosymmetricI-Beams,” Journal of the Structural Division, ASCE, Vol. 109, No. ST5, May, pp.941-957.Kloppel, K., and Seeger, T. (1964), “Dauerversuche Mit Einsohnittigen Hv-VerbindurgenAus ST37,” Der Stahlbau, Vol. 33, No. 8, August 1964, pp. 225–245 and Vol. 33, No.11, November, pp. 335–346.Kulak, G. L., Fisher, J. W., and Struik, J. H. A. (1987), Guide to Design Criteria for Boltedand Riveted Joints, 2nd Edition, John Wiley & Sons, New York, NY.<strong>LRFD</strong> Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION

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