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Liliana Marques

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Marques, Liliana / da Silva, Luís Simões / Rebelo, Carlos (2014): Rayleigh-Ritz procedure for determination of the critical load of tapered columns. In: Steel and Composite Structures, v. 16, n. 1 (January 2014).

    https://doi.org/10.12989/scs.2014.16.1.045

  2. Marques, Liliana / Taras, Andreas / da Silva, Luís Simões / Greiner, Richard / Rebelo, Carlos (2012): Development of a consistent buckling design procedure for tapered columns. In: Journal of Constructional Steel Research, v. 72 (May 2012).

    https://doi.org/10.1016/j.jcsr.2011.10.008

  3. Marques, Liliana / da Silva, Luís Simões / Greiner, Richard / Rebelo, Carlos / Taras, Andreas (2013): Development of a consistent design procedure for lateral–torsional buckling of tapered beams. In: Journal of Constructional Steel Research, v. 89 (October 2013).

    https://doi.org/10.1016/j.jcsr.2013.07.009

  4. Marques, Liliana / da Silva, Luís Simões / Rebelo, Carlos / Santiago, Aldina (2014): Extension of EC3-1-1 interaction formulae for the stability verification of tapered beam-columns. In: Journal of Constructional Steel Research, v. 100 (September 2014).

    https://doi.org/10.1016/j.jcsr.2014.04.024

  5. Tankova, Trayana / da Silva, Luís Simões / Marques, Liliana / Rebelo, Carlos / Taras, Andreas (2014): Towards a standardized procedure for the safety assessment of stability design rules. In: Journal of Constructional Steel Research, v. 103 (December 2014).

    https://doi.org/10.1016/j.jcsr.2014.09.010

  6. Tankova, Trayana / Marques, Liliana / Andrade, Anísio / da Silva, Luís Simões (2017): A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns. In: Journal of Constructional Steel Research, v. 128 (January 2017).

    https://doi.org/10.1016/j.jcsr.2016.10.009

  7. Tankova, Trayana / da Silva, Luís Simões / Marques, Liliana (2018): Buckling resistance of non-uniform steel members based on stress utilization: General formulation. In: Journal of Constructional Steel Research, v. 149 (October 2018).

    https://doi.org/10.1016/j.jcsr.2018.07.022

  8. Tankova, Trayana / da Silva, Luís Simões / Marques, Liliana (2017): Ayrton-perry Formulation For The Buckling Resistance Of Prismatic Beam-columns. In: ce/papers, v. 1, n. 4 (December 2017).

    https://doi.org/10.1002/cepa.541

  9. Serra, Miguel / Shahbazian, Ashkan / da Silva, Luís Simões / Marques, Liliana / Rebelo, Carlos / da Silva Vellasco, Pedro Colmar Gonçalves (2015): A full scale experimental study of prestressed stayed columns. In: Engineering Structures, v. 100 (October 2015).

    https://doi.org/10.1016/j.engstruct.2015.06.033

  10. da Silva, Luís Simões / Tankova, Trayana / Marques, Liliana (2016): On the Safety of the European Stability Design Rules for Steel Members. In: Structures, v. 8 (November 2016).

    https://doi.org/10.1016/j.istruc.2016.07.004

  11. Tankova, Trayana / Martins, João Pedro / da Silva, Luís Simões / Marques, Liliana / Craveiro, Hélder D. / Santiago, Aldina (2018): Experimental lateral-torsional buckling behaviour of web tapered I-section steel beams. In: Engineering Structures, v. 168 (August 2018).

    https://doi.org/10.1016/j.engstruct.2018.04.084

  12. da Silva, Luís Simões / Tankova, Trayana / Marques, Liliana / Kuhlmann, Ulrike / Kleiner, Andreas / Spiegler, Jennifer / Snijder, H. H. / Dekker, Rianne / Taras, Andreas / Popa, Nicoleta (2017): 13.02: Safety assessment across modes driven by plasticity, stability and fracture. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.425

  13. Tankova, Trayana / Martins, João Pedro / da Silva, Luís Simões / Marques, Liliana (2017): 05.10: Numerical model for the buckling behaviour of tapered steel members based on experimental tests. In: ce/papers, v. 1, n. 2-3 (September 2017).

    https://doi.org/10.1002/cepa.151

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