0
  • DE
  • EN
  • FR
  • Base de données et galerie internationale d'ouvrages d'art et du génie civil

Publicité

W. M. Sebastian

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. Mudie, J. / Sebastian, W. M. / Norman, J. / Bond, I. P. (2021): Relative influences of cracking and connection yield on transverse distributions of moments and reactions in timber-concrete composites. Dans: Engineering Structures, v. 236 (juin 2021).

    https://doi.org/10.1016/j.engstruct.2021.112090

  2. Sebastian, W. M. (2021): Bi-axial behaviours of abraded and rehabilitated FRP decks as anisotropic plates under concentrated wheel loading. Dans: Engineering Structures, v. 233 (avril 2021).

    https://doi.org/10.1016/j.engstruct.2020.111704

  3. Sebastian, W. M. / Zhang, C. (2012): Self-equilibrating moments in FRP-reinforced continuous structures. Dans: Composite Structures, v. 94, n. 3 (février 2012).

    https://doi.org/10.1016/j.compstruct.2011.09.015

  4. Sebastian, W. M. (2019): Switch from connection ductility to reinforcement ductility with curvature reversal in timber-concrete composites. Dans: Construction and Building Materials, v. 229 (décembre 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.116886

  5. Mudie, J. / Sebastian, W. M. / Norman, J. / Bond, I. P. (2019): Experimental study of moment sharing in multi-joist timber-concrete composite floors from zero load up to failure. Dans: Construction and Building Materials, v. 225 (novembre 2019).

    https://doi.org/10.1016/j.conbuildmat.2019.07.137

  6. Sebastian, W. M. / Vincent, J. / Starkey, S. (2013): Experimental characterisation of load responses to failure of a RC frame and a NSM CFRP RC frame. Dans: Construction and Building Materials, v. 49 (décembre 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.07.005

  7. Sebastian, W. M. (2013): Iterative determination of threshold FRP area needed to avoid non-ductile longitudinal shear failures in yield-zones of FRPRC members. Dans: Construction and Building Materials, v. 49 (décembre 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.03.003

  8. Sebastian, W. M. / Webster, T. / Kennedy, C. / Ross, J. (2013): Profiled metal plate – Cork mat loading systems on cellular FRP bridge decks to reproduce tyre-to-deck contact pressure distributions. Dans: Construction and Building Materials, v. 49 (décembre 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.07.004

  9. Oehlers, D. J. / Visintin, P. / Haskett, M. / Sebastian, W. M. (2013): Flexural ductility fundamental mechanisms governing all RC members in particular FRP RC. Dans: Construction and Building Materials, v. 49 (décembre 2013).

    https://doi.org/10.1016/j.conbuildmat.2013.02.018

  10. Sebastian, W. M. / Mudie, J. / Cox, G. / Piazza, M. / Tomasi, R. / Giongo, I. (2016): Insight into mechanics of externally indeterminate hardwood–concrete composite beams. Dans: Construction and Building Materials, v. 102 (janvier 2016).

    https://doi.org/10.1016/j.conbuildmat.2015.10.015

  11. Sebastian, W. M. / Bell, O. G. A. / Martins, C. / Dias, A. M. P. G. (2017): Experimental evidence for effective flexural-only stiffnesses to account for nonlinear flexural-slip behaviour of timber-concrete composite sections. Dans: Construction and Building Materials, v. 149 (septembre 2017).

    https://doi.org/10.1016/j.conbuildmat.2017.04.082

  12. Sebastian, W. M. (2005): Design of FRP strengthening in metal yield zones. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 158, n. 5 (octobre 2005).

    https://doi.org/10.1680/stbu.2005.158.5.303

  13. Sebastian, W. M. (2006): Shear and normal interaction stresses via strain–moment plots. Dans: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 159, n. 6 (décembre 2006).

    https://doi.org/10.1680/stbu.2006.159.6.319

  14. Kim, D. / Sebastian, W. M. (2002): Parametric study of bond failure in concrete beams externally strengthened with fibre reinforced polymer plates. Dans: Magazine of Concrete Research, v. 54, n. 1 (février 2002).

    https://doi.org/10.1680/macr.2002.54.1.47

  15. Sebastian, W. M. (2007): Secant stiffnesses for ultimate analysis of strain hardening indeterminate RC structures. Dans: Engineering Structures, v. 29, n. 12 (décembre 2007).

    https://doi.org/10.1016/j.engstruct.2007.08.022

  16. Sebastian, W. M. (2010): Criteria for uniqueness and extrema of moments in continuous end spans with differential settlement. Dans: Engineering Structures, v. 32, n. 6 (juin 2010).

    https://doi.org/10.1016/j.engstruct.2010.02.005

  17. Sebastian, W. M. (2006): Optimisation of flexural stiffness profiles to compensate for reduced ductility in hyperstatic reinforced concrete structures. Dans: Engineering Structures, v. 28, n. 6 (mai 2006).

    https://doi.org/10.1016/j.engstruct.2005.10.014

  18. Sebastian, W. M. / Piazza, M. / Harvey, Tristan / Webster, Tom (2018): Forward and Reverse shear transfer in beech LVL-concrete composites with singly inclined coach screw connectors. Dans: Engineering Structures, v. 175 (novembre 2018).

    https://doi.org/10.1016/j.engstruct.2018.06.070

  19. Salim, W. / Sebastian, W. M. (2003): Punching Shear Failure in Reinforced Concrete Slabs with Compressive Membrane Action. Dans: ACI Structural Journal, v. 100, n. 4 (juillet 2003).

    https://doi.org/10.14359/12656

Rechercher une publication...

Disponible seulement avec
Mon Structurae

Texte intégral
Structurae coopère avec
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine