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Publicité

N. S. Trahair

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Bild, S. / Trahair, N. S. (1988): Steel column strength models. Dans: Journal of Constructional Steel Research, v. 11, n. 1 ( 1988).

    https://doi.org/10.1016/0143-974x(88)90080-6

  2. Trahair, N. S. (2010): Steel cantilever strength by inelastic lateral buckling. Dans: Journal of Constructional Steel Research, v. 66, n. 8-9 (août 2010).

    https://doi.org/10.1016/j.jcsr.2010.02.007

  3. Trahair, N. S. (1961): The Ultimate Load Carrying Capacity of Slender Stanchions Bent About the Major Axis. Dans: Proceedings of the Institution of Civil Engineers, v. 19, n. 4 (août 1961).

    https://doi.org/10.1680/iicep.1961.11306

  4. Trahair, N. S. / Pi, Y-L. / Clarke, M. J. / Papangelis, J. P. (1997): Plastic Design of Steel Arches. Dans: Advances in Structural Engineering, v. 1, n. 1 (janvier 1997).

    https://doi.org/10.1177/136943329700100102

  5. Trahair, N. S. / Pi, Y.-L. (1997): Torsion, bending and buckling of steel beams. Dans: Engineering Structures, v. 19, n. 5 (mai 1997).

    https://doi.org/10.1016/s0141-0296(96)00097-1

  6. Trahair, N. S. (2013): Shear effect on cruciform post-buckling. Dans: Engineering Structures, v. 49 (avril 2013).

    https://doi.org/10.1016/j.engstruct.2012.10.017

  7. Trahair, N. S. (2013): Post-buckling strength of steel tee columns. Dans: Engineering Structures, v. 56 (novembre 2013).

    https://doi.org/10.1016/j.engstruct.2013.07.023

  8. Pi, Yong-Lin / Trahair, N. S. (1996): Three-dimensional nonlinear analysis of elastic arches. Dans: Engineering Structures, v. 18, n. 1 (janvier 1996).

    https://doi.org/10.1016/0141-0296(95)00039-3

  9. Trahair, N. S. / Teh, L. H. (2001): Second order moments in torsion members. Dans: Engineering Structures, v. 23, n. 6 (juin 2001).

    https://doi.org/10.1016/s0141-0296(00)00083-3

  10. Trahair, N. S. / Chan, S.-L. (2003): Out-of-plane advanced analysis of steel structures. Dans: Engineering Structures, v. 25, n. 13 (novembre 2003).

    https://doi.org/10.1016/s0141-0296(03)00134-2

  11. Trahair, N. S. (1999): Plastic Torsion Analysis of Monosymmetric and Point-Symmetric Beams. Dans: Journal of Structural Engineering (ASCE), v. 125, n. 2 (février 1999).

    https://doi.org/10.1061/(asce)0733-9445(1999)125:2(175)

  12. Pi, Yong-Lin / Trahair, N. S. (1998): Out-of-Plane Inelastic Buckling and Strength of Steel Arches. Dans: Journal of Structural Engineering (ASCE), v. 124, n. 2 (février 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:2(174)

  13. Valentino, J. / Trahair, N. S. (1998): Torsional Restraint against Elastic Lateral Buckling. Dans: Journal of Structural Engineering (ASCE), v. 124, n. 10 (octobre 1998).

    https://doi.org/10.1061/(asce)0733-9445(1998)124:10(1217)

  14. Bild, S. / Chen, G. / Trahair, N. S. (1992): Out‐of‐Plane Strengths of Steel Beams. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 8 (août 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:8(1987)

  15. Pi, Yong Lin / Trahair, N. S. (1992): Prebuckling Deflections and Lateral Buckling. II: Applications. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 11 (novembre 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:11(2967)

  16. Pi, Yong Lin / Trahair, N. S. (1992): Prebuckling Deflections and Lateral Buckling. I: Theory. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 11 (novembre 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:11(2949)

  17. Pi, Yong-Lin / Papangelis, J. P. / Trahair, N. S. (1995): Prebuckling Deformations and Flexural-Torsional Buckling of Arches. Dans: Journal of Structural Engineering (ASCE), v. 121, n. 9 (septembre 1995).

    https://doi.org/10.1061/(asce)0733-9445(1995)121:9(1313)

  18. Trahair, N. S. / Hancock, G. J. (2004): Steel Member Strength by Inelastic Lateral Buckling. Dans: Journal of Structural Engineering (ASCE), v. 130, n. 1 (janvier 2004).

    https://doi.org/10.1061/(asce)0733-9445(2004)130:1(64)

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