Nonlinear analysis of semirigid frames: A parametric complementarity approach

Engineering Structures

Volumn 18, Issue 2, 1996, Pages 115-124

  Tin Loi, F ^a   Vimonsatit, V ^a  

^a UNIVERSITY OF NEW SOUTH WALES   (Australia)

Author keywords

Elastoplastic analysis; Mathematical programming; Plasticity; Semirigid connections

Indexed keywords

EID: 0009442101     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/0141-0296(95)00075-5     Document Type: Article

References (48)

1. AISC 'Load and resistance factor design specification for structural steel buildings', AISC, Chicago, IL, 1986
2. AS4100-1990 'Steel structures', Standards Association of Australia, Sydney, Australia, 1990
3. Eurocode 3 'Limit states design of steel structures', European Community, Brussels, Belgium, 1986
4. Jones, S. W., Kirby, P. A. and Nethercot, D. A. 'The analysis of frames with semi-rigid connections - a state-of-the-art report', J. Constr. Steel Res. 1983, 3, 2-13
5. Bjorhovde, R., Brozzetti, J. and Colson, A. (Eds) 'Connections in steel structures: behavior, strength and design', Elsevier Applied Science, London, UK, 1988
6. Maquoi, R. 'Semi-rigid frames: from research to design practice', in: 'Steel structures: recent research and developments' (Eds S. L. Lee and N. E. Shanmugan) Elsevier Applied Science, London, UK, 1991, pp. 32-43
7. Chen, W. F. (Ed.) 'Connection flexibility and steel frames', Proc. ASCE, Detroit, Michigan, ASCE, New York, 1985
8. Chen, W. F. (Ed.) 'Joint flexibility in steel frames', J. Constr. Steel Res. (special issue). 1987, 8
9. Chen, W. F. (Ed.) 'Steel beam-to-column building connections', J. Constr. Steel Res. (special issue) 1988, 8
10. Chen, W. F. and Lui, E. M. 'Stability design of steel frames', CRC Press, Boca Raton, FL, 1991
11. Lorenz, R. F., Kato, B. and Chen, W. F. (Eds) 'Semi-rigid connections in steel frames', Council on Tall Buildings and Urban Habitat, McGraw-Hill, New York, 1993
12. Chen, W. F. and Toma, S. (Eds) 'Advanced analysis of steel frames: theory, software and applications', CRC Press, Boca Raton, 1994
13. Moncarz, P. D. and Gerstle, K. H. 'Steel frames with nonlinear connections, J. Struct. Div., ASCE 1981, 107, 1427-1441
14. Stelmack, T. W., Marley, J. M. and Gerstle, K. H. 'Analysis and tests of flexibly connected steel frames', ASCE, J. Struct. Engng 1986, 112, 1573-1588
15. Anderson, D. and Kavianpour, K. 'Analysis of steel frames with semi-rigid connections', Struct. Engng Rev. 1991, 3, 79-87
16. Al-Bermani, F. G. A. and Kitipornchai, S. 'Elastoplastic nonlinear analysis of flexibly jointed space frames', ASCE, J. Struct. Engng 1992, 118, 108-127
17. Lui, E. M. and Chen, W. F. 'Analysis and behaviour of flexibly-jointed frames', Engng Struct. 1986, 8, 107-118
18. Lui, E. M. and Chen, W. F. 'Effects of joint flexibility on the behaviour of steel frames', Comput. Struct. 1987, 26, 719-732
19. Lui, E. M. and Chen, W. F. 'Behaviour of braced and unbraced semi-rigid frames', Int. J. Solids Struct. 1988, 24, 893-913
20. Chen, W. F. and Zhou, S. P. 'Inelastic analysis of steel braced frames with flexible joints', Int. J. Solids Struct. 1987, 23, 631-649
21. Abdel-Ghaffar, M., White, D. W. and Chen, W. F. 'Simplified second-order inelastic analysis for steel frame design', in, 'Approximate Methods and Verification Procedures of Structural Analysis and Design', (Ed. Monasa, F. K.) Proceedings of ASCE, Structures Congress, 1991, pp. 47-62
22. Al-Mashary, F. and Chen, W. F. 'Simplified second-order inelastic analysis for steel frame', Struct. Engr 1991, 69, 395-399
23. King, W. S., White, D. W. and Chen, W. F. 'Second-order inelastic analysis methods for steel-frame design', ASCE, J. Struct. Engng. 1992, 118, 408-428
24. White, D. W. 'Plastic-hinge methods for advanced analysis of steel frames', J. Constr. Steel Res., 1993, 24, 121-152
25. Liew, J. Y. R., White, D. W. and Chen, W. F. 'Second-order refined plastic hinge analysis for frame design: Part I', ASCE, J. Struct. Engng 1993, 119, 3196-3216
26. Liew, J. Y. R., White, D. W. and Chen, W. F. 'Second-order refined plastic hinge analysis for frame design: Part II', ASCE, J. Struct. Engng 1993, 119, 3217-3237
27. Liew, J. Y. R., White, D. W. and Chen, W. F. 'Limit states design of semi-rigid frames using advanced analysis: Part 1: Connection modelling and classification', J. Constr. Steel Res. 1993, 26, 1-27
28. Liew, J. Y. R., White, D. W. and Chen, W. F. 'Limit states design of semi-rigid frames using advanced analysis: Part 2: Analysis and design', J. Constr. Steel Res. 1993, 26, 29-57
29. Lloyd Smith, D. 'Large-displacement elastic-plastic analysis of frames', in: 'Engineering Plasticity and Mathematical Programming (NATO Advanced Study Institute, University of Waterloo, 1977, Proceedings)', (Eds M. Z. Cohn and G. Maier) NATO-ASI, Pergamon Press, New York, 1979, Chapter 20, Section 20.4 pp. 536-547
30. Lloyd Smith, D. 'The Wolfe-Markowitz algorithm for nonholonomic elastoplastic analysis', Engng Struct. 1978, 1, 8-16
31. De Freitas, J. A. T. and Lloyd Smith, D. 'Elastoplastic analysis of planar structures for large displacements', J. Struct. Mech. 1985, 12, 419-445
32. Lloyd Smith, D. 'Additional forces in elasto-plastic structural analysis', Proceedings, steel structures: recent research advances and their applications to design' (Ed. M. N. Pavlovic) Elsevier Applied Science, London, UK, 1986, pp. 53-70
33. Cohn, M. Z. and Maier, G. (Eds.) 'Engineering plasticity by mathematical programming', (NATO Advanced Study Institute, University of Waterloo, 1977, Proceedings), Pergamon, New York, 1979
34. Maier, G. and Munro, J. 'Mathematical programming applications to engineering plastic analysis', Appl. Mech. Rev. 1982, 35, 1631-1643
35. Maier, G. and Lloyd Smith, D. 'Update to mathematical programming applications to engineering plastic analysis', ASME, Appl. Mech. Update, 1986, pp. 377-383
36. Lloyd Smith, D. (Ed.) 'Mathematical programming methods in structural plasticity', (CISM Courses and Lectures, Udine, 1986), Springer-Verlag, New York, 1990
37. Maier, G. 'A quadratic programming approach for certain classes of non linear structural problems', Meccanica 1968, 3, 121-130
38. Maier, G. 'A matrix theory of piecewise linear elastoplasticity with interacting yield planes', Meccanica 1970, 5, 54-66
39. Oran, C. 'Tangent stiffness in plane frames', J. Struct. Div. ASCE 1973, 99, 973-985
40. Kassimali, A. 'Large deformation analysis of elastic-plastic frames', ASCE, J. Struct. Engng 1983, 109, 1869-1886
41. De Freitas, J. A. T. 'The elastoplastic analysis of planar frames for large displacements by mathematical programming', PhD thesis, Imperial College, London, UK 1979
42. Maier, G., Giacomini, S. and Paterlini, F. 'Combined elastoplastic and limit analysis via restricted basis linear programming', Comput. Meth. in Appl. Mech. Engng 1979, 19, 21-48
43. Wakefield, R. R. and Tin-Loi, F. 'Large scale nonholonomic elastoplastic analysis using a linear complementarity formulation', Comput. Meth. in Appl. Mech. Engng 1990, 84, 229-242
44. Jennings, A. and Majid, K. I. 'An elastic-plastic analysis by computer for framed structures loaded up to collapse', Struct. Engr 1965, 43, 407-412
45. Horne, M. R. 'Elastic-plastic failure loads of plane frames', Proc. Roy. Soc. London 1963, 274, 343-364
46. Wood, R. H. 'The stability of tall buildings', Proc. Instn Civ. Engrs 1958, 11, 69-102
47. Bjorhovde, R., Colson, A. and Brozzetti, J. 'Classification system for beam-to-column connections', ASCE, J. Struct. Engng 1990, 116, 3059-3076
48. Jones, S. W., Kirby, P. A. and Nethercot, D. A. 'Effect of semi-rigid connections on steel column strength', J. Constr. Steel Res. 1980, 1, 38-46