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Publicité

Y.-L. Pi

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. Pi, Y.-L. / Bradford, M. A. / Tin-Loi, F. (2007): Flexural-torsional buckling of shallow arches with open thin-walled section under uniform radial loads. Dans: Thin-Walled Structures, v. 45, n. 3 (mars 2007).

    https://doi.org/10.1016/j.tws.2007.02.002

  2. Bradford, M. A. / Uy, B. / Pi, Y.-L. (2002): In-Plane Elastic Stability of Arches under a Central Concentrated Load. Dans: Journal of Engineering Mechanics (ASCE), v. 128, n. 7 (juillet 2002).

    https://doi.org/10.1061/(asce)0733-9399(2002)128:7(710)

  3. Pi, Y.-L. / Bradford, M. A. / Trahair, N. S. / Chen, Y. Y. (2005): A Further Study of Flexural-torsional Buckling of Elastic Arches. Dans: International Journal of Structural Stability and Dynamics, v. 5, n. 2 (juin 2005).

    https://doi.org/10.1142/s0219455405001568

  4. Fu, J. Y. / Wu, J. R. / Dong, C. C. / Xu, A. / Pi, Y.-L. (2019): Optimization design of large span portal-rigid steel frame with tapered sections under wind-induced drift constraint. Dans: Engineering Structures, v. 194 (septembre 2019).

    https://doi.org/10.1016/j.engstruct.2019.04.090

  5. Bradford, M. A. / Pi, Y.-L. (2006): Flexural–torsional buckling of fixed steel arches under uniform bending. Dans: Journal of Constructional Steel Research, v. 62, n. 1-2 (janvier 2006).

    https://doi.org/10.1016/j.jcsr.2005.02.012

  6. Bradford, M. A. / Pi, Y.-L. (2002): Design of steel I-beams curved in plan to BS 5950. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 152, n. 1 (février 2002).

    https://doi.org/10.1680/stbu.2002.152.1.57

  7. 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

  8. Pi, Y.-L. / Bradford, M. A. / Tin-Loi, F. / Gilbert, R. I. (2007): Geometric and material nonlinear analyses of elastically restrained arches. Dans: Engineering Structures, v. 29, n. 3 (mars 2007).

    https://doi.org/10.1016/j.engstruct.2006.01.016

  9. Pi, Y.-L. / Bradford, M. A. (2013): Nonlinear analysis and buckling of shallow arches with unequal rotational end restraints. Dans: Engineering Structures, v. 46 (janvier 2013).

    https://doi.org/10.1016/j.engstruct.2012.08.008

  10. Pi, Y.-L. / Trahair, N. S. (1997): Lateral-Distortional Buckling of Hollow Flange Beams. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 6 (juin 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:6(695)

  11. Valentino, J. / Pi, Y.-L. / Trahair, N. S. (1997): Inelastic Buckling of Steel Beams with Central Torsional Restraints. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 9 (septembre 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:9(1180)

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