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Liliana Marques

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  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 (Januar 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 (Mai 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 (Oktober 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 (Dezember 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 (Januar 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 (Oktober 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 (Dezember 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 (Oktober 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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