TECHNICAL PAPERS
Sep 13, 2002

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.

Get full access to this article

View all available purchase options and get full access to this article.

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.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 10October 2002
Pages: 1301 - 1307

History

Received: Aug 28, 2001
Accepted: Dec 12, 2001
Published online: Sep 13, 2002
Published in print: Oct 2002

Permissions

Request permissions for this article.

Authors

Affiliations

Ronald D. Ziemian, A.M.ASCE
Dept. of Civil and Environmental Engineering, Bucknell Univ., Lewisburg, PA 17837 (corresponding author).
William McGuire, Hon.M.ASCE
School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share