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AISC LRFD 1.pdf

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279ReferencesAckroyd, M. H., and Gerstle, K. H. (1982), “Behavior of Type 2 Steel Frames,” Journal ofthe Structural Division, ASCE, Vol. 108, No. ST7, July, pp. 1541-1556.Ad Hoc Committee on Serviceability Research (1986), “Structural Serviceability: ACritical Appraisal and Research Needs,” Journal of Structural Engineering,ASCE,Vol. 112, No. 12, pp. 2646-2664.American Association of State Highway and Transportation Officials (AASHTO)(1996), Load and Resistance Factor Design Specification for Highway Bridges, Washington,D.C.American Concrete Institute (ACI) (1999), Building Code Requirements for StructuralConcrete, ACI 318-99, Detroit, MI.American Concrete Institute (ACI) (1999a), Building Code Requirements for StructuralConcrete, ACI 318M-99, Detroit, MI.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1973), “Commentary on HighlyRestrained Welded Connections,” Engineering Journal, <strong>AISC</strong>, Vol. 10, No. 3, 3 rdQuarter, pp. 61-73.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1978), Specification for the Design,Fabrication,and Erection of Structural Steel for Buildings, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1980), Manual of Steel Construction,Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1986), Load and Resistance FactorDesignSpecification for Structural Steel Buildings, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1986a), Load and Resistance FactorDesign Manual of Steel Construction, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1989), Specification for StructuralSteel Buildings—Allowable Stress Design and Plastic Design, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1989a), Allowable Stress DesignManual of Steel Construction, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1997), Seismic Provisions forStructural Steel Buildings, Chicago, IL.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1997a), “k-area Advisory Statement,”Modern Steel Construction, February.American Institute of Steel Construction, Inc. (<strong>AISC</strong>) (1999), Seismic Provisions forStructural Steel Buildings Supplement No. 1, Chicago, IL.<strong>LRFD</strong> Specification for Structural Steel Buildings, December 27, 1999AMERICAN INSTITUTE OF STEEL CONSTRUCTION

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