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AISC LRFD 1.pdf

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REFERENCES 283Fielding, D. J., and Huang, J. S. (1971), “Shear in Steel Beam-to-Column Connections,”Welding Journal, AWS, Vol. 50, No. 7, Research Supplement, pp. 313–326.Fielding, D. J., and Chen, W. F. (1973), “Steel Frame Analysis and Connection Shear Deformation,”Journal of the Structural Division, ASCE, Vol. 99, No. ST1, January, pp.1-18.Fisher, J. M., and West, M. A. (1990), Serviceability Design Considerations for Low-RiseBuildings, Steel Design Guide Series No. 3, <strong>AISC</strong>, Chicago, IL.Fisher, J. M., and West, M. A. (1997), Erection Bracing of Low-Rise Structural SteelBuildings, Steel Design Guide Series No. 10, <strong>AISC</strong>, Chicago, IL.Fisher, J. W., Albrecht, P. A., Yen, B. T., Klingerman, D. J., and McNamee, B. M. (1974),Fatigue Strength of Steel Beams With Welded Stiffeners and Attachments, National CooperativeHighway Research Program, Report 147, Washington, D.C.Fisher, J. W., Frank, K. H., Hirt, M. A., and McNamee, B. M. (1970), Effect of Weldmentson the Fatigue Strength of Beams, National Cooperative Highway Research Program,Report 102, Washington, D.C.Fisher, J. W., Galambos, T. V., Kulak, G. L., and Ravindra, M. K. (1978), “Load and ResistanceFactor Design Criteria for Connectors,” Journal of the Structural Division,ASCE, Vol. 104, No. ST9, September, pp. 1427-1441.Frank, K. H., and Fisher, J. W. (1979), “Fatigue Strength of Fillet Welded CruciformJoints,” Journal of the Structural Division, ASCE, Vol. 105, No. ST9, September.Frank, K. H., and Yura, J. A. (1981), An Experimental Study of Bolted Shear Connections,FHWA/RD-81/148, Washington, D.C., December.Freeman, F. R. (1930), The Strength of Arc-Welded Joints, Proc. Inst. Civil Engineers,Vol. 231, London, England.Galambos, T. V. (1960), “Influence of Partial Base Fixity on Frame Stability,” Journal ofthe Structural Division, ASCE, Vol. 86, No. ST5, May.Galambos, T. V. (1961), Discussion of “Strength and Design of Metal Beam-Columns”by W. J. Austin, Journal of the Structural Division, ASCE, Vol 87, No. ST8, p. 247.Galambos, T. V. (1968), Structural Members and Frames, Prentice-Hall, EnglewoodCliffs, NJ.Galambos, T. V. (1976), Proposed Criteria for Load Resistance Factor Design of SteelBuilding Structures, Research Report No. 45, Civil Engineering Dept., WashingtonUniversity, St. Louis, MO, May.Galambos, T. V. (1978), Bulletin No. 27, American Iron and Steel Institute, Washington,D.C., January.Galambos, T. V. (1991), “Design of Axially Loaded Compressed Angles,” Proceedings1991 Annual Technical Session, Structural Stability Research Council, Chicago, IL,pp. 353-367.Galambos, T. V. (ed.) (1998), Guide to Stability Design Criteria for Metal Structures,Structural Stability Research Council, 5th 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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