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A new discontinuous upper bound limit analysis formulation

International journal for numerical methods in engineering, 2005-06, Vol.63 (7), p.1069-1088

2005

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Efficient formulation for dynamics of corotational 2D beams

Computational mechanics, 2011-08, Vol.48 (2), p.153-161

2011

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Geometrically exact planar Euler-Bernoulli beam and time integration procedure for multibody dynamics

Advanced modeling and simulation in engineering sciences, 2020-07, Vol.7 (1), p.1-37, Article 33

2020

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Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions

Engineering structures, 2017-04, Vol.136, p.277-294

2017

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Mixed-formulation with non-penetration constraint for planar composite beams in partial interaction

Computational mechanics, 2024-04

2024

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3D formulation of mono-symmetrical composite beams with deformable connection

Finite elements in analysis and design, 2024-09, Vol.237, p.104163, Article 104163

2024

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3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis

International journal for numerical and analytical methods in geomechanics, 2021-02, Vol.45 (2), p.265-290

2021

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Bolted circular flange connections under static bending moment and axial force

Journal of constructional steel research, 2019-06, Vol.157, p.314-336

2019

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Lateral-torsional buckling of uniform and tapered welded I-section beams

Engineering structures, 2024-03, Vol.303, p.117301, Article 117301

2024

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Analysis of composite beams in the hogging moment regions using a mixed finite element formulation

Journal of constructional steel research, 2009-03, Vol.65 (3), p.737-748

2009

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Uniform and tapered welded I-sections: Lateral buckling of columns and out-of-plane buckling of beam-columns

Journal of constructional steel research, 2024-11, Vol.222, p.108876, Article 108876

2024

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Passing-through I-plates-to-SHS moment resisting joints subjected to symmetric bending moments

Thin-walled structures, 2024-09, p.112442, Article 112442

2024

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Passing-through I-beam-to-CHS column joints made by laser cutting technology: Experimental tests and design model

Journal of constructional steel research, 2021-01, Vol.176, p.106298, Article 106298

2021

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A comparative study of displacement and mixed-based corotational finite element formulations for elasto-plastic three-dimensional beam analysis

Engineering computations, 2011-01, Vol.28 (7), p.939-982

2011

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Impact of the fabrication process on the lateral–torsional buckling of welded I-section beams

Thin-walled structures, 2023-07, Vol.188, p.110761, Article 110761

2023

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I-beam-to-CHS-column moment resisting joints using passing-through plates

Journal of constructional steel research, 2021-09, Vol.184, p.106703, Article 106703

2021

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Spectral modelling approach for crowd-rhythmic activities performed on steel-concrete composite floors

Engineering structures, 2024-01, Vol.299, p.117066, Article 117066

2024

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Large displacement analysis of two-layer beam-columns taking into account slip and uplift

Engineering computations, 2023-02

2023

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Elastoplastic bifurcation analysis for the lateral–torsional buckling of straight beams

International journal of solids and structures, 2023-03, Vol.264, p.112106, Article 112106

2023

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Effect of contact on the elastic behaviour of tensile bolted connections

Journal of constructional steel research, 2017-06, Vol.133, p.459-474

2017

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A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures

Computer methods in applied mechanics and engineering, 2014-02, Vol.269, p.538-565

2014

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Tensile resistances of bolted circular flange connections

Engineering structures, 2018-09, Vol.171, p.817-841

2018

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Efficient and low memory strain-rate independent return mapping algorithm for general yield surfaces and stress states

Advances in engineering software (1992), 2022-02, Vol.164, p.103067, Article 103067

2022

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An equilibrium‐based formulation with nonlinear configuration dependent interpolation for geometrically exact 3D beams

International journal for numerical methods in engineering, 2022-01, Vol.123 (2), p.444-464

2022

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Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction

Engineering structures, 2011-02, Vol.33 (2), p.298-307

2011

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A new discontinuous upper bound limit analysis formulation

Efficient formulation for dynamics of corotational 2D beams

Geometrically exact planar Euler-Bernoulli beam and time integration procedure for multibody dynamics

Discrete element modelling of the in-plane and out-of-plane behaviour of dry-joint masonry wall constructions

Mixed-formulation with non-penetration constraint for planar composite beams in partial interaction

3D formulation of mono-symmetrical composite beams with deformable connection

3D failure envelope of a rigid pile embedded in a cohesive soil using finite element limit analysis

Bolted circular flange connections under static bending moment and axial force

Lateral-torsional buckling of uniform and tapered welded I-section beams

Analysis of composite beams in the hogging moment regions using a mixed finite element formulation

Uniform and tapered welded I-sections: Lateral buckling of columns and out-of-plane buckling of beam-columns

Passing-through I-plates-to-SHS moment resisting joints subjected to symmetric bending moments

Passing-through I-beam-to-CHS column joints made by laser cutting technology: Experimental tests and design model

A comparative study of displacement and mixed-based corotational finite element formulations for elasto-plastic three-dimensional beam analysis

Impact of the fabrication process on the lateral–torsional buckling of welded I-section beams

I-beam-to-CHS-column moment resisting joints using passing-through plates

Spectral modelling approach for crowd-rhythmic activities performed on steel-concrete composite floors

Large displacement analysis of two-layer beam-columns taking into account slip and uplift

Elastoplastic bifurcation analysis for the lateral–torsional buckling of straight beams

Effect of contact on the elastic behaviour of tensile bolted connections

A consistent 3D corotational beam element for nonlinear dynamic analysis of flexible structures

Tensile resistances of bolted circular flange connections

Efficient and low memory strain-rate independent return mapping algorithm for general yield surfaces and stress states

An equilibrium‐based formulation with nonlinear configuration dependent interpolation for geometrically exact 3D beams

Derivation of the exact stiffness matrix for a two-layer Timoshenko beam element with partial interaction

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