1 |
Zirakian, T. (2008), "Elastic distortional buckling of doubly symmetric I-shaped flexural members with slender webs", Thin-Wall. Struct., 46(5), 466-475.
DOI
|
2 |
Zirakian, T. and Zhang, J. (2012), "Elastic distortional buckling of singly symmetric I-shaped flexural members with slender webs", Int. J. Struct. Stabil. Dyn., 12(2), 359-376.
DOI
|
3 |
Subramanian, L. and White, D.W. (2017), "Flexural resistance of longitudinally stiffened I-girders. II: LTB and FLB limit states", J. Bridge Eng., 22(1), 04016100.
DOI
|
4 |
Subramanian, L. and White, D.W. (2017), "Reassessment of the lateral torsional buckling resistance of I-section members: uniform-moment studies", J. Struct. Eng., 143(3), 04016194.
DOI
|
5 |
Tankova, T., Martins, J.P., Simoes da Silva, L., Marques, L., Craveiro, H.D. and Santiago, A. (2018), "Experimental lateraltorsional buckling behaviour of web tapered I-section steel beams", Eng. Struct., 168, 355-370.
DOI
|
6 |
Thai, H.-T., Kim, S.-E. and Kim, J. (2017), "Improved refined plastic hinge analysis accounting for local buckling and lateraltorsional buckling", Steel Compos. Struct., Int. J., 24(3), 339-349.
|
7 |
Tohidi, S. and Sharifi, Y. (2018), "Flexural distortional strength of steel beams determined by finite-element modelling", Proceedings of the Institution of Civil Engineers - Structures and Buildings, 171(3), 195-202.
DOI
|
8 |
Unterweger, H., Taras, A., Loschan, S. and Kettler, M. (2017), "Influence of imperfections on the stability of beams with intermediate flexible supports", J. Constr. Steel Res., 136, 140-148.
DOI
|
9 |
Winkler, R., Kindmann, R. and Knobloch, M. (2017), "Lateral torsional buckling behaviour of steel beams-on the influence of the structural system", Structures, 11, 178-188.
DOI
|
10 |
Yang, B., Xiong, G., Ding, K., Nie, S., Zhang, W., Hu, Y. and Dai, G. (2016), "Experimental and numerical studies on lateraltorsional buckling of GJ structural steel beams under a concentrated loading condition", Int. J. Struct. Stabil. Dyn., 16(1), 1640004.
DOI
|
11 |
Zhou, W.-B., Li, S.-J. and Yan, W.-J. (2016), "Practical formulas towards distortional buckling failure analysis for steel-concrete composite beams", The Struct. Des. Tall Special Build., 25(18), 1055-1072.
DOI
|
12 |
Kus, J. (2015), "Lateral-torsional buckling steel beams with simultaneously tapered flanges and web", Steel Compos. Struct., Int. J., 19(4), 897-916
DOI
|
13 |
Naderian, H.R., Ronagh, H.R. and Azhari, M. (2014), "Elastic distortional buckling of doubly symmetric steel I-section beams with slender webs", Thin-Wall. Struct., 84, 289-301.
DOI
|
14 |
Lei, J.-s. and Li, L.-y. (2017), "Combined web distortional and lateral-torsional buckling of partially restrained I-section beams", Int. J. Mech. Sci., 131-132, 107-112.
DOI
|
15 |
Mirzaie, F., Myers, A.T., Jay, A., Mahmoud, A., Torabian, S., Smith, E. and Schafer, B.W. (2018), "Imperfection measurements to predict buckling behavior of slender steel tubes", Thin-Wall. Struct., 123, 270-281.
DOI
|
16 |
Mohebkhah, A. (2004), "The moment-gradient factor in lateral-torsional buckling on inelastic castellated beams", J. Constr. Steel Res., 60(10), 1481-1494.
DOI
|
17 |
Nguyen, T.T., Chan, T.M. and Mottram, J.T. (2013), "Influence of boundary conditions and geometric imperfections on lateral-torsional buckling resistance of a pultruded FRP I-beam by FEA", Compos. Struct., 100, 233-242.
DOI
|
18 |
Pezeshky, P. and Mohareb, M. (2014), "Distortional theory for the analysis of wide flange steel beams", Eng. Struct., 75, 181-196.
DOI
|
19 |
Roy, J., Tremblay, R. and Leger, P. (2015), "Torsional effects in symmetrical steel buckling restrained braced frames: evaluation of seismic design provisions", Earthq. Struct., Int. J., 8(2), 423-442.
DOI
|
20 |
Sonck, D. and Belis, J. (2015), "Lateral-torsional buckling resistance of cellular beams", J. Constr. Steel Res., 105, 119-128.
DOI
|
21 |
SSRC (Structural Stability Research Council) (2010), Guide to Stability Design Criteria for Metal Structures; (Edited by R.D. Ziemian), John Wiley & Sons, USA.
|
22 |
Kala, Z. and Vales, J. (2017), "Global sensitivity analysis of lateral-torsional buckling resistance based on finite element simulations", Eng. Struct., 134, 37-47.
DOI
|
23 |
Hassan, R. and Mohareb, M. (2015), "Distortional lateral torsional buckling for simply supported beams with web cleats", Can. J. Civil Eng., 42(12), 1091-1103.
DOI
|
24 |
Kala, Z. (2013), "Elastic lateral-torsional buckling of simply supported hot-rolled steel I-beams with random imperfections", Procedia Eng., 57, 504-514.
DOI
|
25 |
Kala, Z. (2017), "Stability of Von-Misses Truss with initial random imperfections", Procedia Eng., 172, 473-480.
DOI
|
26 |
Kala, Z., Vales, J. and Martinasek, J. (2017), "Inelastic finite element analysis of lateral buckling for beam structures", Procedia Eng., 172, 481-488.
DOI
|
27 |
Kalkan, I. and Buyukkaragoz, A. (2012), "A numerical and analytical study on distortional buckling of doubly-symmetric steel I-beams", J. Constr. Steel Res., 70, 289-297.
DOI
|
28 |
Eurocode-3 (EC3) (2005), EN 1993-1-1: Design of steel structures - Part 1-1: General rules and rules for buildings European Committee for Standardization; Brussels, Belgium.
|
29 |
Kovesdi, B., Mecseri, B.J. and Dunai, L. (2018), "Imperfection analysis on the patch loading resistance of girders with open section longitudinal stiffeners", Thin-Wall. Struct., 23, 195-205.
DOI
|
30 |
ABAQUS (2017), Standard User's Manual; Dassault Systemes, Waltham, MA, USA.
|
31 |
Aguero, A., Pallares, L. and Pallares, F.J. (2015), "Equivalent geometric imperfection definition in steel structures sensitive to flexural and/or torsional buckling due to compression", Eng. Struct., 96, 160-177.
DOI
|
32 |
Bas, S., Kalkan, I. and Aykac, S. (2016), "The influence of web distortion of doubly-symmetric steel I-beam on elastic and plastic slenderness limits", Istanbul Bridge Conference 2016, Istanbul, Turkey.
|
33 |
AISC-LRFD (2016), Specification for structural steel buildings; American Institute of Steel Construction, Chicago, IL, USA.
|
34 |
AS4100-1998 (2016), Steel structures; Standards Association of Australia, Sydney, Australia.
|
35 |
Aydin, R., Gunaydin, A. and Kirac, N. (2015), "On the evaluation of critical lateral buckling loads of prismatic steel beams", Steel Compos. Struct., Int. J., 18(3), 603-621.
DOI
|
36 |
Beyer, A., Boissonnade, N., Khelil, A. and Bureau, A. (2018), "Influence of assumed geometric and material imperfections on the numerically determined ultimate resistance of hot-rolled Ushaped steel members", J. Constr. Steel Res., 147, 103-115.
DOI
|
37 |
Chen, G., Zhang, H., Rasmussen, K.J.R. and Fan, F. (2016), "Modeling geometric imperfections for reticulated shell structures using random field theory", Eng. Struct., 126, 481-489.
DOI
|
38 |
Dahmani, L. and Boudjemia, A. (2014), "Lateral torsional buckling response of steel beam with different boundary conditions and loading", Strength Mater., 46(3), 429-432.
DOI
|
39 |
Dou, C. and Pi, Y.-L. (2016), "Effects of geometric imperfections on flexural buckling resistance of laterally braced columns", J. Struct. Eng., 142(9), 04016048.
DOI
|
40 |
Dou, C., Pi, Y.-L. and Gao, W. (2018), "Restraining requirements for lateral elastic-plastic buckling of columns accounting for random imperfections", Eng. Struct., 171, 260-268.
DOI
|