A numerical method for buckling analysis of built-up columns with stay plates |
Djafour, M.
(Department of Civil Engineering, A. Belkaid University of Tlemcen)
Megnounif, A. (Department of Civil Engineering, A. Belkaid University of Tlemcen) Kerdal, D. (Department of Civil Engineering, University of Sciences and Technology of Oran) Belarbi, A. (Department of Civil, Architectural, and Environmental Engineering, University of Missouri Rolla) |
1 | Paul, M. (1995b), 'Buckling loads for built-up colunms with stay plates', J. Eng. Mech., ASCE, 121(11), 1200-1208 DOI |
2 | Bathe, K.J. (1982), Finite Elements Procedures in Engineering Analysis. Prentice Hall Inc., New York |
3 | Cheung, M.S., Akhras, G. and Li, W. (1999), 'Thermal buckling analysis of thick anisotropic composite plates by finite strip method', Struct. Eng. Mech., 7(5) |
4 | Djafour, M., Megnounif, A. and Kerdal, D. (1999), 'Elastic stability of built-up columns using the spline finite strip method', 6th Int. Colloquium on Stability and Ductility of Steel Structures SDSS'99. Timisoara, Romania 9-11 Septembre 1999 |
5 | Djafour, M., Megnounif, A. and Kerdal, D. (2001), 'The compound spline finite strip method for the elastic stability of U and C built-up columns', Int. Conf. on Structural Engineering, Mechanics and Computation (SEMC 2001). Cape Town, south Africa April 2nd-4th 2001 |
6 | Dubina, D. and Ungureanu, V. (1999), 'Single and interactive buckling modes for unstiffened thin-walled steel sections in compression', 6th Int. Colloquium on Stability and Ductility of Steel Structures SDSS'99. Timisoara, Romania 9-11 Septembre 1999 |
7 | Engesser, F. (1889), Die knickfestigkeitgerader stabe Zeitschrift des Architekten und Ingenieur vereins zu Hannover, 35, 455 |
8 | Engesser, F. (1891), Die knickfestigkeitgerader stabe zentralblatt der bauverwaltung, 11, 483 Berlin |
9 | Engesser, F. (1909), Uber die Knickfestigkeit von Rahmenstaben zentralblatt der bauverwaltung, 29, 136 Berlin |
10 | Kerdal, D., Djafour, M. and Megnounif, A. (1995), Etude du voilement de profils aparois minces en U soumis a la compression. Revue Algerie Equipement, 22, 7-11 |
11 | Key, P.W. and Hancock, G.J. (1993), 'A finite strip method for the elastic-plastic large displacement analysis of thin-walled and cold-formed steel sections', Thin Walled Struct., 16, 3-29 DOI ScienceOn |
12 | Kim, K.H. and Choi, C.K. (2004), 'A non-symmetric non-periodic B3-spline finite strip method', Struct. Eng. Mech., 18(2) |
13 | Lau, S.C. and Hancock, G.J. (1985), Buckling of Thin Flat Walled Structures by a Spline Finite Strip Method. Research report R487, University of Sidney, Australia |
14 | Lau, S.C. and Hancock, G.J. (1988), Inelastic Buckling of Channel Columns in the Distortional Mode. Research report R578, University of Sidney, Australia |
15 | Liu, Y. and Xu, L. (2005), 'Storey-based stability analysis of multi-storey unbraced frames', Struct. Eng. Mech., 19(6), 679-705 DOI ScienceOn |
16 | Niazi, A. (1993), Contribution al'etude de la stabilite des structures composees de profils aparois minces et section ouverte de type C. These de doctorat, Universite de Liege |
17 | Teter, A. and Kolakowski, Z. (2004), 'Interactive buckling and load carrying capacity of thin-walled beamcolumns with intermediate stiffeners', Thin-Walled Struct., 42(2), 211-254 DOI ScienceOn |
18 | Ovesy, H.R., GhannadPour, S.A.M. and Morada, G. (2005), 'Geometric non-linear analysis of composite laminated plates with initial imperfection under end shortening, using two versions of finite strip method', Compos. Struct., 71(3-4), 307-314 DOI ScienceOn |
19 | Paul, M. (1995a), 'Theoretical and experimental study on buckling of built-up colunms', J. Eng. Mech., ASCE, 121(10),1098-1105 DOI ScienceOn |
20 | Standards Association of Australia, SAA (1988), SAA Cold-Formed Steel Structures Code. Australian Standard AS1538 |
21 | Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability. Me Graw-Hill, New York |
22 | Wang, C.M., Ng, K.H. and Kitipomchai, S. (2002), 'Stability criteria for Timoshenko columns with intermediate and end concentrated axial loads', J. Constructional Steel Res., 58(9), 1177-1193 DOI ScienceOn |
23 | Yu, W.W. (2000), Cold-Formed Steel Design. John Wiley & Sons, Inc |