Liliana Marques
- Rayleigh-Ritz procedure for determination of the critical load of tapered columns. In: Steel and Composite Structures, v. 16, n. 1 (Januar 2014). (2014):
- Development of a consistent buckling design procedure for tapered columns. In: Journal of Constructional Steel Research, v. 72 (Mai 2012). (2012):
- Development of a consistent design procedure for lateral–torsional buckling of tapered beams. In: Journal of Constructional Steel Research, v. 89 (Oktober 2013). (2013):
- 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). (2014):
- Towards a standardized procedure for the safety assessment of stability design rules. In: Journal of Constructional Steel Research, v. 103 (Dezember 2014). (2014):
- 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). (2017):
- Buckling resistance of non-uniform steel members based on stress utilization: General formulation. In: Journal of Constructional Steel Research, v. 149 (Oktober 2018). (2018):
- Ayrton-perry Formulation For The Buckling Resistance Of Prismatic Beam-columns. In: ce/papers, v. 1, n. 4 (Dezember 2017). (2017):
- A full scale experimental study of prestressed stayed columns. In: Engineering Structures, v. 100 (Oktober 2015). (2015):
- On the Safety of the European Stability Design Rules for Steel Members. In: Structures, v. 8 (November 2016). (2016):
- Experimental lateral-torsional buckling behaviour of web tapered I-section steel beams. In: Engineering Structures, v. 168 (August 2018). (2018):
- 13.02: Safety assessment across modes driven by plasticity, stability and fracture. In: ce/papers, v. 1, n. 2-3 (September 2017). (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). (2017):