AISC LRFD 1.pdf

284 REFERENCESGalambos, T. V., and Chapuis, J. (1980), LRFD Criteria for Composite Columns andBeam-Columns, Revised Draft, Washington University, Dept. of Civil Engineering, St.Louis, MO, December.Galambos, T. V., Ellingwood, B., MacGregor, J. G., and Cornell, C. A. (1982), “Probability-BasedLoad Criteria: Assessment of Current Design Practice,” Journal of the StructuralDivision, ASCE, Vol. 108, No. ST5, May, pp. 959-977.Galambos, T. V., and Ravindra, M. K. (1978), “Properties of Steel for Use in LRFD,”Journal of the Structural Division, ASCE, Vol. 104, No. ST9, September, pp.1459-1468.Gaylord, E. H. Jr., Gaylord, C. N., and Stallmeyer, J. E. (1992), Design of Steel Structures,3rd Edition, McGraw-Hill Book Co., New York, NY.Geschwindner, L. F. (1994) “A Practical Approach to the Leaning Column,” EngineeringJournal, AISC, Vol. 31, No. 4, 4 th Quarter, pp. 141-149.Gibson, G. T., and Wake, B. T. (1942), “An Investigation of Welded Connections for AngleTension Members,” The Welding Journal, American Welding Society, January, p.44.Goble, G. G. (1968), “Shear Strength of Thin Flange Composite Specimens,” EngineeringJournal, AISC, Vol. 5., No. 2, 2nd Quarter, pp. 62-65.Goverdhan, A. V. (1983), A Collection of Experimental Moment Rotation Curves: Evaluationof Predicting Equations for Semi-Rigid Connections, M.S. Thesis, VanderbiltUniversity, Nashville, TN.Grant, J. A., Fisher, J. W., and Slutter, R. G. (1977), “Composite Beams with FormedSteel Deck,” Engineering Journal, AISC, Vol. 14, No. 1, 1st Quarter, pp. 24-43.Griffis, L. G. (1992), Load and Resistance Factor Design of W-Shapes Encased in Concrete,Steel Design Guide Series No. 6, AISC, Chicago, IL.Hansell, W. C., Galambos, T. V., Ravindra, M. K., and Viest, I. M. (1978), “CompositeBeam Criteria in LRFD,” Journal of the Structural Division, ASCE, Vol. 104, No. ST9,September, pp. 1409-1426.Hardash, S. G., and Bjorhovde, R. (1985), “New Design Criteria for Gusset Plates in Tension,”Engineering Journal, AISC, Vol. 22, No. 2, 2nd Quarter, pp. 77-94.Hoglund, T. (1971), Simply Supported Long Thin Plate I-Girders Without Web Stiffeners,Subjected to Distributed Transverse Load, Dept. of Building Statics and Structural Engineeringof the Royal Institute of Technology, Stockholm, Sweden.Hsieh, S. H., and Deierlein, G. G. (1991), “Nonlinear Analysis of Three-DimensionalSteel Frames with Semi-Rigid Connections,” Computers and Structures, Vol. 41. No 5,pp. 995-1009.International Association of Bridge and Structural Engineering (IABSE) (1968), FinalReport of the Eighth Congress, Zurich, Switzerland, September.International Organization for Standardization (ISO) (1974), Guide for the Evaluation ofHuman Exposure to Whole-Body Vibration, Document ISO 2631, September.Iwankiw, N. (1984), “Note on Beam-Column Moment Amplification Factor,” EngineeringJournal, AISC, Vol. 21, No. 1, 1st Quarter, pp. 21-23.LRFD Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION