Geometrically nonlinear analysis of plane frames with semi-rigid connections accounting for shear deformations

Structural Engineering and Mechanics

Volumn 44, Issue 4, 2012, Pages 539-569

  Gorgun, H ^a   Yilmaz, S ^a  

^a DICLE UNIVERSITY   (Turkey)

Author keywords

Nonlinear analysis; Semi rigid connection; Shear deformation

Indexed keywords

JOINTS (STRUCTURAL COMPONENTS); SHEAR DEFORMATION; STEEL STRUCTURES; STIFFNESS; STIFFNESS MATRIX; STRUCTURAL DESIGN;

ANALYTICAL PROCEDURE; AXIAL FORCES; BEAM-TO-COLUMN CONNECTIONS; COMPUTER-BASED METHODS; GEOMETRICALLY NON-LINEAR ANALYSIS; NONLINEAR ANALYSIS METHODS; SEMIRIGID CONNECTIONS; STABILITY FUNCTION;

NONLINEAR ANALYSIS;

EID: 84870173449     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2012.44.4.539     Document Type: Article

References (24)

1. Akkaya, F. (1991), "A computer program for the analysis of flexibly connected frames", Cukurova Univ. J. Fac. Eng. Arch., 6(2), 25-41.
2. Aksogan, O. and Gorgun, H. (1993), "The nonlinear analysis of planar frames composed of flexibly connected members", Cukurova Univ. J. Fac. Eng. Arch., 8(2), 117-129.
3. Al-Sarraf, S.Z. (1986), "Shear effect on the elastic stability of frames", Struct. Eng., 64B(2), 43-47. (Pubitemid 16585504)
4. Aristizabal-Ochoa, D.J. (2007), "Large deflection and postbuckling behavior of Timoshenko beam-columns with semi-rigid connections including shear and axial effects", Eng. Struct., 29, 991-1003.
5. Aristizabal-Ochoa, D.J. (2012), "Matrix method for stability and second-order analysis of Timoshenko beamcolumn structures with semi-rigid connections", Eng. Struct., 34, 289-302.
6. Chen, W.F. and Lui, E.M. (1991), Stability Design of Steel Frames, CRC Press, Boca Raton, Florida.
7. Dincer, R. (1991), "Nonlinear analysis of planar frames with linear prismatic members having rigid end sections taking shear deformation into consideration", Cukurova Univ. J. Fac. Eng. Arch., 6(1), 125-137.
8. Davisson, J.B., Kirby, P.A. and Nethercot, D.A. (1987), "Rotational stiffness characteristics of steel beam-tocolumn connections", J. Constr. Steel Res., 8, 17-54. (Pubitemid 17651940)
9. Dhillon, B.S. and Abdel-Majid, S. (1990), "Interactive analysis and design of flexibility connected frames", J. Comput. Struct., 36(2), 189-202.
10. Frye, M.J. and Morris, G.A. (1975), "Analysis of flexibly connected steel frames", Can. J. Civil. Eng., 2(3), 280- 291.
11. Jones, S.W., Kirby, P.A. and Nethercot, D.A. (1983), "The analysis of frames with semi-rigid connections-a state of the art report", J. Constr. Steel Res., 3(2), 2-13. (Pubitemid 13577866)
12. Liu, Y., Xu, L. and Grierson, D.E. (2008), "Compound-element modeling accounting for semi-rigid connections and member plasticity", Eng. Struct., 30, 1292-1307. (Pubitemid 351461171)
13. Liu, Y. (2009), "Hybrid-member stiffness matrix accounting for geometrical nonlinearity and member inelasticity in semi-rigid frameworks", Eng. Struct., 31, 2880-2895.
14. Livesley, R.K. and Chandler, D.B. (1956), Stability Functions for Structural Frameworks, Manchester University Press, Manchester.
15. Majid, K.I. (1972), Non-linear Structures, Butterworths, London.
16. Monforton, G.R. and Wu, T.S. (1963), "Matrix analysis of semi-rigidly connected frames", ASCE J. Struct. Div., 89(ST6), 13-42.
17. Moree, D.B., Nethercot, D.A. and Kirby, P.A. (1993), "Testing steel frames at full scale: appraisal of results and implications for design", Struct. Eng., 71, 428-435.
18. Mottram, J.T. and Aberle, M. (2002), "When should shear-flexible stability functions be used in elastic structural analysis?", Proceedings of the Inst. Civil Eng.: Struct. Build., 152(1), 31-40.
19. Mottram, J.T. (2008), "Stability analysis for pitched portal frames of fibre reinforced polymer", Proceedings of the 4th International Conference on FRP Composites in Civil Engineering (CICE 2008), Empa, Dübendorf.
20. Nethercot, D.A. (1985), Steel Beam-to-column Connections-a Review of Test Data, London, CIRIA.
21. Romstad, K.M. and Subramanian, C.V. (1970), "Analysis of frames with partial connection rigidity", ASCE J. Struct. Eng., 96(ST11), 2283-2300.
22. Timoshenko, S.P. and Gere, J.M. (1961), Theory of Elastic Stability, 2nd Ed., McGraw-Hill, New York.
23. Wu, F.S. and Chen, W.F. (1990), "A design model for semi-rigid connections", Eng. Struct., 12(2), 88-97.
24. Xu, L., Liu, Y. and Grierson, D.E. (2005), "Nonlinear analysis of steel frameworks through direct modification of member stiffness properties", Adv. Eng. Softw., 36, 312-324. (Pubitemid 40308991)