AISC LRFD 1.pdf

282 REFERENCESChen, W. F., and Toma, S. (1994), Advanced Analysis of Steel Frames, CRC Press, BocaRaton, FL.Chien, E. Y. L., and Ritchie, J. K. (1984), Composite Floor Systems, Canadian Institute ofSteel Construction, Willowdale, Ontario, Canada.Chopra, A. K., and Newmark, N. M. (1980), Design of Earthquake Resistant Structures,John Wiley and Sons, Inc., New York, NY.Cooper, P. B., Galambos, T. V., and Ravindra, M. K. (1978), “LRFD Criteria for PlateGirders,” Journal of the Structural Division, ASCE, Vol. 104, No. ST9, September, pp.1389-1407.Darwin, D. (1990), Steel and Composite Beams with Web Openings, AISC Steel DesignGuide Series No. 2, AISC, Chicago, IL.DeWolf, J. T. and Ricker, D. T. (1990), Column Base Plates, Steel Design Guide SeriesNo. 1, AISC, Chicago, IL.Disque, R. O. (1964), “Wind Connections with Simple Framing,” Engineering Journal,AISC, Vol. 1, No. 3, July, pp. 101-103.Disque, R. O. (1973), “Inelastic K-Factor in Design,” Engineering Journal, AISC, Vol.10, No. 2, 2 nd Quarter, pp. 33-35.Easterling, W. S., Gibbings, D. R., and Murray, T. M. (1993), “Strength of Shear Studs inSteel Deck on Composite Beams and Joists,” Engineering Journal, AISC, Vol. 30, No.2, 2 nd Quarter, pp. 44-55.Easterling, W. S., and Gonzales, L. (1993), “Shear Lag Effects in Steel Tension Members,”Engineering Journal, AISC, Vol. 30, No. 3, 3rd Quarter, pp. 77-89.Elgaaly, M. (1983), “Web Design Under Compressive Edge Loads,” Engineering Journal,AISC, Vol. 20, No. 4, 4th Quarter, pp. 153-171.Elgaaly, M., and Salkar, R. (1991), “Web Crippling Under Edge Loading,” Proceedings ofAISC National Steel Construction Conference, Washington, D.C.Ellifritt, D. S., Wine, G., Sputo, T., and Samuel, S. (1992), “Flexural Strength of WT Sections,”Engineering Journal, AISC, Vol. 29, No. 2, 2nd Quarter, pp. 67-74.Ellingwood, B. E., MacGregor, J. G., Galambos, T. V., and Cornell, C. A. (1982), “Probability-BasedLoad Criteria: Load Factors and Load Combinations,” Journal of theStructural Division, ASCE, Vol. 108, No. 5, pp. 978-997.Eurocode 3 (1992), Design of Steel Structures, Part 1: General Rules and Rules for Buildings,ENV 1993-1-1:1992, Comite European de Normalisation (CEN), Brussels, Belgium.Federal Emergency Management Agency (FEMA) (1995), Interim Guidelines: Evaluation,Repair, Modification and Design of Welded Steel Moment Frame Structures, BulletinNo. 267, FEMA, Washington, D.C.Federal Emergency Management Agency (FEMA) (1997), Seismic Performance ofBolted and Riveted Connections” in “Background Reports; Metallurgy, Fracture Mechanics,Welding, Moment Connections and Frame Systems Behavior, Bulletin No.288, FEMA, Washington, D.C.LRFD Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION