Modified Tangent Modulus Approach, A Contribution to Plastic Hinge Analysis
Publication: Journal of Structural Engineering
Volume 128, Issue 10
Abstract
A fundamental aim of developing and applying nonlinear analysis is to improve the quality of design by providing the engineer with a more reliable prediction of the performance of a structural system that is under design or investigation. This paper describes a modification to the second-order inelastic hinge method that can produce the accuracy of more sophisticated plastic zone methods in the analysis of in-plane behavior of compact doubly symmetric sections. As a basis for comparison, results are provided for an established set of benchmark problems.
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References
Attalla, M. R., Deierlein, G. G., and McGuire, W.(1994). “Spread of plasticity: Quasi-plastic hinge approach.” J. Struct. Eng. 120(8), 2451–2473.
Baker, W. F. (1991). “Practical problems in inelastic steel design.” Proc., Struct. Engrg. Congress, ASCE, New York, 572–575.
Clarke, M. J. (1994). “Plastic zone analysis of frames.” Advanced analysis of steel frames: Theory, software, and applications, W. F. Chen and S. Toma, eds., CRC Press, Boca Raton, Fla., 259–319.
El-Zanaty, M. H., Murray, D. M., and Bjorhovde, R. (1980). “Inelastic behavior of multistory steel frames.” Rep. No. 83, Dept. of Structural Engineering, Univ. of Alberta, Edmonton, Alta, Canada.
Guide to stability design criteria for metal structures. (1998). 5th Ed., T. V. Galambos, ed., Wiley, New York.
Galambos, T. V., and Ketter, R. L.(1959). “Columns under combined bending and thrust.” J. Eng. Mech. Div. 85(EM2), 1–30.
Iffland, J. S. B., and Birnstiel, C. (1982). “Stability design procedures for building frameworks.” American Institute for Steel Construction (AISC) Project No. 21.62, AISC, Chicago.
Kanchanalai, T. (1977). “The design and behavior of beam-columns in unbraced steel frames.” American Iron and Steel Institute Project No. 189, Rep. No. 2, Civil Engineering/Structural Research Laboratory, Univ. of Texas, Austin, Tex.
King, W. S., White, D. W., and Chen, W. F.(1992). “Second-order inelastic methods for steel-frame design.” J. Struct. Eng., 118(2), 408–428.
Load and resistance factor design specification for structural steel buildings. (1999). 3rd Ed., American Institute for Steel Construction, Chicago.
McGuire, W., Gallagher, R. H., and Ziemian, R. D. (2000). Matrix structural analysis, 2nd Ed., Wiley, New York.
Orbison, J. G. (1982). “Nonlinear static analysis of three-dimensional steel frames.” PhD thesis, Cornell Univ., Ithaca, N.Y.
Plastic Design of Multi-Story Frames Vols. 1 and 2. (1965). Dept. of Civil Engineering, Lehigh Univ., Bethlehem, Pa.
Porter, F. L. and Powell, G. H. (1971). “Static and dynamic analysis of inelastic framed structures.” Rep. No. EERC 71-3, Earthquake Engineering Research Center, Univ. of California, Berkeley, Calif.
White, D. W. (1993). “Plastic-hinge methods for advanced analysis of steel frames.” J. Constr. Steel Res., 24.
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.” Struct. Stability Res. Council, Bethlehem, Pa.
Ziemian, R. D. and McGuire, W. (2000). MASTAN2, Version 1.0, distributor Wiley, New York.
Ziemian, R. D., and Miller, A. R.(1997). “Inelastic analysis and design: Frames with members in minor-axis bending.” J. Struct. Eng., 123(2), 151–156.
Ziemian, R. D., McGuire, W., and Deierlein, G. G.(1992). “Inelastic limit states design: Part 1—planar frame studies.” J. Struct. Eng., 118(9), 2532–2549.
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Copyright © 2002 American Society of Civil Engineers.
History
Received: Aug 28, 2001
Accepted: Dec 12, 2001
Published online: Sep 13, 2002
Published in print: Oct 2002
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