References

AISC (2010). ANSI/AISC 360-10 Specification for Structural Steel Buildings, American Institute of Steel Construction, Chicago, IL.

AISC (2005). Steel Construction Manual, Thirteenth Edition, American Institute of Steel Construction, Chicago, IL.

Alemdar, B. N. (2001). “Distributed plasticity analysis of steel building structural systems.” PhD thesis, Georgia Institute of Technology, Atlanta.

Alemdar, B.N. and White, D.W. (2005), “Displacement, Flexibility, and Mixed Beam–Column Finite Element Formulations for Distributed Plasticity Analysis”, Journal of Structural Engineering, Vol. 131, No. 12

ASCE (2005). Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-05, American Society of Civil Engineers, Reston, VA.

ASCE Task Committee on Drift Control of Steel Building Structures (1988). “Wind Drift Design of Steel-Framed Buildings: State of the Art”, Journal of the Structural Division, ASCE, Vol. 114, No. 9, pp. 2085–2108.

ASCE (1997), Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, American Society of Civil Engineers Structural Engineering Institute’s Task Committee on Effective Length under the Technical Committee on Load and Resistance Factor Design, 442 pp.

ASCE/SEI (2005) (ASCE/SEI 7-05), Minimum Design Loads for Buildings and Other Structures, ASCE, Reston, VA.

Bridge, R.Q. and Bizzanelli, P. (1997). Imperfections in Steel Structures, Proceedings - 1997 Annual Technical Session, and Meeting, Structural Stability Research Council, pp. 447–458.

Bridge, R.Q. (1998). “The Inclusion of Imperfections in Probability-Based Limit States Design”, Proceedings of the 1998 Structural Engineering World Congress, San Francisco, California, July.

Chen, W.F. and Kim, S.E. (1997). LRFD Steel Design Using Advanced Analysis, CRC Press, Boca Raton, FL, 467 pp.

Chen, W.F. and Toma, S., eds. (1994). Advanced Analysis of Steel Frames, CRC Press, 384 pp.

Clarke, M.J. and Bridge, R.Q. (1997). “Notional Load Approach for the Assessment of Frame Stability”, Chapter 4, ASCE Committee Monograph, Effective Length and Notional Load Approaches for Assessing Frame Stability: Implications for American Steel Design, American Society of Civil Engineers Structural Engineering Institute’s Task Committee on Effective Length under the Technical Committee on Load and Resistance Factor Design, pp. 181–278.

Clarke, M.J., Bridge, R.Q., Hancock, G.J., and Trahair, N.S. (1992). “Advanced Analysis of Steel Building Frames”, Journal of Constructional Steel Research, V. 23, no. 1–3, pp. 1–29.

Clarke, M.J., Bridge, R.Q., Hancock, G.J., and Trahair, N.S. (1993). “Benchmarking and Verification of Second-Order Elastic and Inelastic Frame Analysis Programs”, in White, Donald W. and Chen, W. F., eds. (1993), Plastic Hinge Based Methods for Advanced Analysis and design of Steel Frames – an assessment of the State of the Art, Structural Stability research Council, Bethlehem, PA, 299 pp.

Deierlein, G., Hajjar, J.F., Yura, J.A., White, D.W., and Baker, W.F. (2002). “Proposed New Provisions for Frame Stability Using Second-Order Analysis”, Proceedings - 2002 Annual Technical Session, Structural Stability Research Council, pp. 1–20.

Deierlein, G. (2003). “Background and Illustrative Examples on Proposed Direct Analysis Method for Stability Design of Moment Frames”, Background Materials, AISC Committee on Specifications, Ballot 2003-4-360-2, August 20, 17 pp.

ECCS (1984). Ultimate Limit States Calculations of Sway Frames With Rigid Joints, Technical Working Group 8.2, Systems, Publications No. 33, European Convention For Constructional Steelwork, 20 pp.

Galambos, T.V. (ed.) (1998). Guide to Stability Design Criteria for Metal Structures, 5th Edition, Structural Stability Research Council, Wiley, 911 pp.

Galambos, T.V. and Ellingwood, B.R. (1986). “Serviceability Limit States: Deflections”, Journal of the Structural Division, ASCE, Vol. 112, No. 1, pp. 67–84.

Galambos, T.V. and Ketter, R.L. (1959), “Columns Under Combined Bending and Thrust”, Journal of the Engineering Mechanics Division, ASCE, 85(EM2), pp. 135–152.

Griffis, L.G. (1993). “Serviceability Limits States under Wind Load”, Engineering Journal, AISC, Vol. 30, No. 1, pp. 1–16.

Griffis, L.G. and White, D.W. (2007). Stability Design of Steel Buildings, Steel Design Guide, American Institute of Steel Construction.

Goverdhan, A.V. (1983). A Collection of Experimental Moment-Rotation Curves and Evaluation of Prediction Equations for Semi-Rigid Connections, M.S. Thesis, Vanderbilt University, Nashville, TN.

Goto, Y., and Miyashita, S. (1998). “Classification system for rigid and semi-rigid connections”, Journal of Structural Engineering, Vol. 17, No. 8, Sept. pp. 544–553.

Kaehler, R.C., White, D.W. and Kim, Y.D. (2007). Frame Design Using Web-Tapered Members, Steel Design Guide, Metal Building Manufacturers Association and American Institute of Steel Construction.

Kanchanalai, T. (1977). The Design and Behavior of Beam-Columns in Unbraced Steel Frames, AISI Project No. 189, Report No. 2, Civil Engineering/Structures Research Lab., University of Texas, Austin, TX, 300 pp.

Kishi, N., and Chen, W.F. (1986). Database of Steel Beam-to-Column Connections, Structural Engineering Report No. CE-STR-86-26, 2 vols., School of Civil Engineering, Purdue University, West Lafayette, IN.

Kishi, N., and Chen, W.F. (1990), “Moment-Rotation Relations for Semi-Rigid Connections with Angles,” Journal of Structural Engineering, ASCE, Vol. 116, No. 7, pp. 1813–1834.

Kuchenbecker, G. H., White, D.W. and Surovek-Maleck, A.E. (2004), “Simplified Design of Building Frames using First-Order Analysis and K = 1.0,” Proceedings of the 2004 SSRC Annual Technical Sessions and Meeting, Long Beach, March.

Lui, E. (1993). “Workshop Summary Report: Verification and Benchmark Problems”, in White, Donald W. and Chen, W. F., eds. (1993), Plastic Hinge Based Methods for Advanced Analysis and design of Steel Frames – an assessment of the State of the Art, Structural Stability research Council, Bethlehem, PA, pp. 275–278.

Liu, J. and Astaneh-Asl, A. (2000), “Cyclic Tests on Simple Connections, Including Effects of Slab, Report No. SAC/BD-00/03, SAC Steel Project Background Document, SAC Joint Venture.

Maleck (Surovek), A.E., White, D.W. and Chen, W.F. (1995). “Practical Application of Advanced Analysis in Steel Design”, Structural Steel – Proceedings of 4th Pacific Structural Steel Conf., Vol. 1, Steel Structures, pp. 119–126.

Maleck (Surovek), A.E. and White, D.W. (1998). “Effects of Imperfections on Steel Framing Systems”, Proceedings - 1998 Annual Technical Session and Meeting, Structural Stability Research Council, pp. 43–52.

Maleck (Surovek), A.E. (2001). Second-Order Inelastic and Modified Elastic Analysis and Design Evaluation of Planar Steel Frames, Ph.D. Dissertation, Georgia Institute of Technology, 579 pp.

Martinez-Garcia, J.M. (2002), Benchmark Studies to Evaluate New Provisions fro Frame Stability using Second-Order Analysis, MS Thesis, Bucknell University, December.

Martinez-Garcia, J.M., and Ziemian, R.D. (2006). “Benchmark Studies to Compare Frame Stability Provisions”, Proceedings – 2006 Annual Technical Session and Meeting, Structural Stability Research Council, San Antonio, TX (8-11/2), pp. 425–442

McGuire, W. (1995a). “Inelastic Analysis and Design of Steel Frames. A Case in Point”, Proceedings of Conference on Research Transformed into Practice: Implementation of NSF Research, Arlington, VA, p 576.

McGuire, W. (1995b). “Inelastic Analysis and Design in Steel, A Critique”, Restructuring America and Beyond, Proceedings of Structures Congress XIII, Sanayei M. (ed.), ASCE, pp. 1829–1832.

McGuire, R., Gallagher, R., and Ziemian, R., (2000), Matrix Structural Analysis 2nd Edition, John Wiley and Sons, New York.

Rex, C.O. and Goverdhan, A.V. (1998). “Consideration of Leaner Columns in PR Frame Design”, Frames with Partially Restrained Connections, edited by Ricles J., Bjorhovde R. and Iwankiw N., Workshop Proceedings, Structural Stability Research Council, Atlanta, GA. 1998.

Rex, C.O. and Goverdhan, A.V. (2002). “Design and Behavior of a Real PR Building”, Connections in Steel Structures IV: Behavior, Strength and Design, edited by Leon R. and Easterling W. S., Proceedings of the Fourth Workshop on Connections in Steel Structures, Roanoke, VA. 2002.

Roeder, C., Coons, R.G. and Hoit, M. (2000), Simplified Design Models for Predicting the Seismic Performance of Steel Moment Frame Connections, Report No. SAC/BD-00/15, SAC Steel Project Background Document, SAC Joint Venture.

Schneider, S.P. and Teerapabwong, I. (2000), Bolted Flange Plate Connections, Report No. SAC/BD-00/05, SAC Steel Project Background Document, SAC Joint Venture.

Swanson, J.A. Leon, R.T. (2001), “Stiffness modeling of bolted T-stub connection components,” Journal of Structural Engineering, v 127, n 5, p 498–505.

Surovek-Maleck, A.E. and White, D.W. (2003). “Direct Analysis Approach for the Assessment of Frame Stability: Verification Studies,” Proceedings - Annual Technical Session and Meeting, Structural Stability Research Council, Baltimore, April, pp. 423–441.

Surovek-Maleck, A.E. and White, D.W., (2004). Alternative Approaches for Elastic Analysis and Design of Steel Frames. I: Overview, Journal of Structural Engineering, ASCE, Vol. 130, No. 8, August, pp. 1186–1196.

Surovek, A.E. and Ziemian, R.D. (2005). “The Direct Analysis Method: Bridging the Gap from Linear Elastic Analysis to Advanced Analysis in Steel Frame Design,” Proceedings of the 2005 Structures Congress and Exposition, Metropolis and Beyond, New York, p 1197–1210.

Trahair, N.S. and Chan, S. L. (2003). “Out-of-Plane Advanced Analysis of Steel Structures, Engineering Structures, V. 25, No. 13, pp. 1627–1637.

White, D. W. (1993), “Plastic-Hinge Methods for Advanced Analysis of Steel Frames,” Journal of Constructional Steel Research, Vol. 24 No. 2, p. 121–152

Vogel, U. (1985) “Calibrating Frames,” Stahlbau, Vol. 54, pp. 295–301.

White, D.W. and Chen, W.F., eds. (1993). Plastic Hinge Based Methods for Advanced Analysis and design of Steel Frames – an assessment of the State of the Art, Structural Stability research Council, Bethlehem, PA, 299 pp.

White, D.W. and Nukala, P.K.V.N. (1997). “Recent Advances in Methods for Inelastic Frames Analysis: Implications for Design and a Look Toward the Future,” Proceedings, National Steel Construction Conference, American Institute of Steel Construction, pp. 43–1 to 43–24.

White, D.W., Surovek, A.E., Alemdar, B.N., Chang, C.J., Kim, Y.D., and Kuchenbecker, G.H. (2006). “Stability Analysis and Design of Steel Building Frames Using the 2005 AISC Specification,” International Journal of Steel Structures, KSSC, 71–91.

White, D.W. and Griffis, L.G. (2007). “Stability Design of Steel Buildings: Highlights of a New AISC Design Guide,” Proceedings, North American Steel Construction Conference, New Orleans, LA.

Ziemian, R.D. (1990). Advanced Methods of Inelastic Analysis for in the Limit States Design of Steel Structures, Ph.D. Thesis, Cornell University, Ithaca, N.Y.

Ziemian, R.D. and McGuire, W. (1992). “A Method for Incorporating Live Load Reduction Provisions in Frame Analysis,” Engineering Journal, AISC, Vol. 29, No.1, pp 1–3.

Ziemian, R.D, McGuire, W., and Deierlein, G. (1992), “Inelastic Limit States Design. Part I: Planar Frame Studies”, Journal of Structural Engineering, v 118, n 9, Sep, 1992, p 2532–2549

Ziemian, R.D., (1993). “Examples of Frame Studies Used to Verify Advanced Methods of Inelastic Analysis,” in White, Donald W. and Chen, W. F., eds. (1993), Plastic Hinge Based Methods for Advanced Analysis and design of Steel Frames – an assessment of the State of the Art, Structural Stability research Council, Bethlehem, PA, pp. 217–244.

Ziemian, R.D. and McGuire, W. (2002), “Modified Tangent Modulus Approach, a Contribution to Plastic Hinge Analysis,” Journal of Structural Engineering, ASCE, v 128, n 10, October, 2002, p 1301–1307

Ziemian. (ed.) (2010). Guide to Stability Design Criteria for Metal Structures, 6th Edition, Structural Stability Research Council, Wiley, 1078 pp.