Practical Analysis for Partially Restrained Frame Design
Publication: Journal of Structural Engineering
Volume 124, Issue 7
Abstract
In conventional frame analysis, the behavior of beam-to-column connections is treated as either pinned or rigid joints. In recent years, extensive theoretical and experimental work has produced accurate connection models as well as good design methods. However, these methods are complex and their applications are cumbersome. Thus, practical design of partially restrained (PR) frames (Type PR Construction) is seldom made in engineering practice, even though it can offer a more realistic and rational design approach. This paper provides a practical method for the design of Type PR construction for design office use.
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References
1.
Barakat, M., and Chen, W. F.(1990). “Practical analysis of semi-rigid frames.”Engrg. J., 27(2), 54–68.
2.
Chen, W. F., and Lui, E. M. (1987). Structural stability: Theory and implementation. Elsevier, New York, N.Y., 486 pp.
3.
Chen, W. F., and Lui, E. M. (1991). Stability design of steel frames. CRC Press, Inc., Boca Raton, Fla.
4.
Eurocode 3. (1992). “Design of steel structures, Part I: General rules and rules for buildings.”ENV, 1993-1-1, Comite European de Normalisation (CEN), Brussels, Belgium.
5.
Hasan, R. (1996). “Evaluation of connection stiffness and modeling of semi-rigid connections,” PhD dissertation, Div. of Civ. and Envir. Engrg., Muroran Inst. of Technol., Muroran, Japan.
6.
Kim, Y., and Chen, W. F. (1997). “Design tables for top- and seat-angle with double web-angle connections.”Rep. No. CE-STR-97-9, School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
7.
Kishi, N., and Chen, W. F. (1986). “Data base of steel beam-to-column connections.” Vol. 182, Struct. Engrg. Rep. No. CE-STR-86-26, School of Civ. Engrg., Purdue Univ., West Lafayette, Ind.
8.
Kishi, N., Chen, W. F., Hasan, R., and Matsuoka, K. G. (1993). “Design aid of semi-rigid connections for frame analysis.”Engrg. J., 3rd Quarter, 90–107.
9.
Manual of steel construction—load and resistance factor design (LRFD). (1994). Vols. 1 and 2, 2nd Ed., American Institute of School Construction (AISC) Inc., Chicago, Ill.
10.
Richard, R. M., and Abbott, B. J. (1975). “Versatile elastic-plastic stress-strain formula.”J. Engrg. Mech. Div., ASCE, 100(4), 511–515
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Jul 1, 1998
Published in print: Jul 1998
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