Liliana Marques

发表

Extension of EC3-1-1 interaction formulae for the stability verification of tapered beam-columns

Luís Simões da Silva, Carlos Rebelo, Aldina Santiago, 2014 .

Experimental lateral-torsional buckling behaviour of web tapered I-section steel beams

João Martins, Luís Simões da Silva, Aldina Santiago, 2018, Engineering Structures.

Statistical evaluation of the lateral–torsional buckling resistance of steel I-beams, Part 2: Variability of steel properties

David A. Nethercot, L. Simões da Silva, Liliana Marques, 2009 .

Numerical validation of the general method in EC3-1-1 for prismatic members

Carlos Rebelo, L. Simões da Silva, Liliana Marques, 2010 .

On the Safety of the European Stability Design Rules for Steel Members

Luís Simões da Silva, Liliana Marques, Trayana Tankova, 2016 .

Towards a standardized procedure for the safety assessment of stability design rules

Luís Simões da Silva, Carlos Rebelo, Andreas Taras, 2014 .

A consistent methodology for the out-of-plane buckling resistance of prismatic steel beam-columns

Luís Simões da Silva, Liliana Marques, Trayana Tankova, 2017 .

Development of a consistent design procedure for lateral-torsional buckling of tapered beams

Luís Simões da Silva, Carlos Rebelo, Richard Greiner, 2013 .

A full scale experimental study of prestressed stayed columns

Luís Simões da Silva, Carlos Rebelo, Miguel Serra, 2015 .

Development of a consistent buckling design procedure for tapered columns

Luís Simões da Silva, Carlos Rebelo, Richard Greiner, 2012 .

Buckling resistance of non-uniform steel members based on stress utilization: General formulation

Liliana Marques, Trayana Tankova, Luís Simões da Silva, 2018, Journal of Constructional Steel Research.