Advanced inelastic analysis of frame structures

Journal of Constructional Steel Research

Volumn 55, Issue 1-3, 2000, Pages 245-265

  Liew, J Y Richard ^a   Chen, W F ^b   Chen, H ^a  

^a NATIONAL UNIVERSITY OF SINGAPORE   (Singapore)

^b PURDUE UNIVERSITY   (United States)

Author keywords

Advanced analysis; Beam column; Connection model; Inelastic analysis; Limit state design; Nonlinear analysis; Plastic hinge; Semi rigid connection; Thin walled element

Indexed keywords

BEAMS AND GIRDERS; BUCKLING; COLUMNS (STRUCTURAL); ELASTICITY; MATHEMATICAL MODELS; PLASTICITY; STRENGTH OF MATERIALS; STRUCTURAL FRAMES; YIELD STRESS;

INELASTIC BUCKLING; STRUCTURAL STABILITY;

STEEL STRUCTURES;

EID: 0033733714     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0143-974X(99)00088-7     Document Type: Article

References (13)

1. Liew J.Y.R., Punniyakotty N.M., Shanmugam N.E. Advanced analysis and design of spatial structures. J. Construct. Steel Res. 42(1):1997;21-48.
2. Liew JYR, Tang LK. Nonlinear refined plastic hinge analysis of space frame structures. Research Report No. CE029/99. Department of Civil Engineering, National University of Singapore, 1998.
3. Liew J.Y.R., Chen H., Shanmugam N.E. Stability functions for second-order inelastic analysis of space frames. Proceedings of the 4th International Conference on Steel and Aluminium Structures, Espoo, Finland, June 20-23. 1999;19-26.
4. Hilmy A.I., Abel J.F. Material and geometric nonlinear dynamic analysis of steel frames using computer graphics. Comp. Struct. 21(4):1985;825-840.
5. Chen WF, Toma S, editors. Advanced analysis of steel frames: theory, software, and applications. Boca Raton, FL: CRC Press, 1994.
6. Li T.Q., Choo B.S., Nethercot D.A. Moment curvature relations for steel and composite beams. J. Singapore Struct. Steel Soc., Steel Struct. 4(1):1993;35-51.
7. Attalla M.R., Deierlein G.G., McGuire W. Spread of plasticity: quasi-plastic hinge approach. ASCE J. Struct. Eng. 120(8):1994;2451-2473.
8. Liew JYR, Chen H, Yu CH, Shanmugam NE, Tang LK. Second-order inelastic analysis of three-dimensional core-braced frames. Research Report No. CE024/97. Department of Civil Engineering, National University of Singapore, 1997.
9. Liew J.Y.R., Chen H., Yu C.H., Shanmugam N.E. Advanced inelastic analysis of thin-walled core-braced frames. Proceedings of the Second International Conference on Thin-Walled Structures, Singapore, December 2-4. 1998;485-492.
10. Conci A. Large displacement analysis of thin-walled beams with generic open section. Int. J. Numer. Meth. Eng. 33:1992;2109-2127.
11. Chen W.F., Goto Y., Liew J.Y.R. Stability design of semi-rigid frames. 1996;John Wiley and Sons Inc, New York.
12. Hsieh SH. Analysis of three-dimensional steel frames with semi-rigid connections. Structural Engineering Report 90-1. School of Civil and Environmental Engineering, Cornell University, Ithaca, NY, 1990.
13. BS 5950. Structural use of steelwork in building, Part 1: Code of practice for design in simple and continuous construction: hot rolled sections. UK, 1990.