AISC LRFD 1.pdf

286 REFERENCESLee, G. D., Morrell, M. L., and Ketter, R. L. (1972), “Design of Tapered Members,” WRCBulletin, No. 173, June.LeMessurier, W. J. (1976), “A Practical Method of Second Order Analysis, Part1—Pin-Jointed Frames,” Engineering Journal, AISC, Vol. 13, No. 4, 4th Quarter, pp.89-96.LeMessurier, W. J. (1977), “A Practical Method of Second Order Analysis, Part 2—RigidFrames,” Engineering Journal, AISC, Vol. 14, No. 2, 2nd Quarter, pp. 49-67.Leon, R. T. (1994), “Composite Semi-Rigid Construction,” Engineering Journal, AISC,Vol. 31. No. 2, pp. 57-67.Leon, R. T., Hoffman, J., and Staeger, T. (1996), Design of Partially-Restrained CompositeConnections, Steel Design Guide Series No. 9, AISC, Chicago, IL.Lewis, B. E., and Zwerneman, F. J. (1996), Edge Distance, Spacing, and Bearing inBolted Connections, Oklahoma State University, July.Lesik, D. F., and Kennedy, D. J. L. (1990), “Ultimate Strength of Fillet Welded ConnectionsLoaded in Plane,” Canadian Journal of Civil Engineering, National ResearchCouncil of Canada, Ottawa, Canada, Vol. 17, No. 1.Lorenz, R. F., Kato, B., and Chen, W. F. (Eds.) (1993), Semi-Rigid Connections in SteelFrames, Council for Tall Buildings and Urban Habitat (CTBUH), Lehigh University,Bethlehem, PA.Lyse, I., and Schreiner (1935), “An Investigation of Welded Seat Angle Connections,”Welding Journal, February, p. 1.Lyse, I., and Gibson, G. J. (1937), “Effect of Welded Top Angles on Beam-Column Connections,”Welding Journal, October.Marino, F. J. (1966), “Ponding of Two-Way Roof Systems,” Engineering Journal, AISC,Vol. 3, No. 3, 3rd Quarter, pp. 93-100.Morrell, M. L., and Lee, G. C. (1974), Allowable Stress for Web-Tapered Members, WRCBulletin 192, Welding Research Council, New York, NY, February.Munse, W. H., and Chesson, Jr., E., (1963), “Riveted and Bolted Joints: Net Section Design,”Journal of the Structural Division, ASCE, Vol. 89, No. ST1, February, pp.49-106.Murray, T. M., Allen, D. E., and Ungar, E. E. (1997), Floor Vibrations Due to Human Activity,Steel Design Guide Series No. 11, AISC, Chicago, IL.Murray, T. M., Kline, D. P., and Rojani, K. B. (1992), “Use of Snug-Tightened Bolts inEnd-Plate Connections,” in Connections in Steel Structures II, R. Bjorhovde, A.Colson, G. Haaijer, and J. W. B. Stark, (eds.), AISC, Chicago, IL.NEHRP (1997), NEHRP Recommended Provisions for the Development of Seismic Regulationsfor New Buildings, Federal Emergency Management Agency Report, FEMA302, Washington, D. C.Nethercot, D. A. (1985), Steel Beam to Column Connections—A Review of Test Data andTheir Applicability to the Evaluation of the Joint Behaviour of the Performance of SteelFrames, CIRIA, London, England.LRFD Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION