AISC LRFD 1.pdf

REFERENCES 281Bjorhovde, R. (1972), Deterministic and Probabilistic Approaches to the Strength ofSteel Columns, Ph.D. Dissertation, Lehigh University, Bethlehem, PA, May.Bjorhovde, R. (1988), “Columns: From Theory to Practice,” Engineering Journal, AISC,Vol. 25, No. 1, 1st Quarter, pp. 21-34.Bjorhovde, R., Brozzetti, J., and Colson, A. (Eds.) (1988), Connections in Steel Structures:Behaviour, Strength and Design, Elsevier Applied Science, London, England.Bjorhovde, R., Colson, A., and Brozzetti, J. (1990), “Classification System forBeam-to-Column Connections,” Journal of Structural Engineering, ASCE, Vol. 116,No. 11, pp. 3059-3076.Bjorhovde, R., Colson, A., Haaijer, G., and Stark, J. W. B. (Eds.) (1992), Connections inSteel Structures II: Behavior, Strength and Design, AISC, Chicago, IL.Bjorhovde, R., Colson, A., and Zandonini, R. (Eds.) (1996), Connections in Steel StructuresIII: Behaviour, Strength and Design, Pergamon Press, London, England.Bleich, F. (1952), Buckling Strength of Metal Structures, McGraw-Hill Book Co., NewYork, NY.Brandt, G. D. (1982), “A General Solution for Eccentric Loads on Weld Groups,” EngineeringJournal, AISC, Vol. 19, No. 3, 3rd Quarter, pp.150-159.Branson, D. E. (1964), “Time-Dependent Effects in Composite Concrete Beams,” Journalof the American Concrete Institute, Vol. 61, February.Bridge, P. Q., and Roderick, J. W. (1978), “Behavior of Built-Up Composite Columns,”Journal of the Structural Division, ASCE, Vol. 104, No. ST7, July, pp. 1141– 1165.Brockenbrough, R. L. (1983), “Considerations in the Design of Bolted Joints forWeathering Steel,” Engineering Journal, AISC, Vol. 20, No. 1, 1st Quarter, pp. 40-45.Butler, L. J., Pal, S., and Kulak, G. L. (1972), “Eccentrically Loaded Welded Connections,”Journal of the Structural Division, ASCE, Vol. 98, No. ST5, May, pp. 989-1005.Canadian Standards Association (1989), Limit States Design of Steel Structures, AppendicesG, H, and I, CSA S16.1-M89, Rexdale, Ontario, Canada.Carter, C. J., Tide, R. H. R., and Yura, J. A. (1997), “A Summary of Changes and Derivationof LRFD Bolt Design Provisions,” Engineering Journal, AISC, Vol. 34, No. 3, 3 rdQuarter, pp.75-81.Carter, C. J. (1999), Stiffening of Wide-Flange Columns at Moment Connections: Windand Seismic Applications, Steel Design Guide Series No. 13, AISC, Chicago, IL.Chen, S., and Tong, G. (1994), “Design for Stability: Correct Use of Braces,” Steel Structures,J. Singapore Struct. Steel Soc., Vol. 5, No.1, Dec., pp. 15-23.Chen, W. F., and Atsuta, T. (1977), Theory of Beam Columns, Volume II: Space Behaviorand Design, McGraw-Hill, New York, NY.Chen, W. F., Goto, Y., and Liew, J. Y. R. (1995), Stability Design of Semi-Rigid Frames,John Wiley and Sons, New York, NY.Chen, W. F., and Lui, E. M. (1991), Stability Design of Steel Frames, CRC Press, BocaRaton, FL.LRFD Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION