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A wake oscillator model with nonlinear coupling for the vortex-induced vibration of a rigid cylinder constrained to vibrate in the cross-flow direction

Journal of sound and vibration, 2020-03, Vol.469, p.115161, Article 115161

2020

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Modelling of coupled cross-flow and in-line vortex-induced vibrations of flexible cylindrical structures. Part II: on the importance of in-line coupling

Nonlinear dynamics, 2021-03, Vol.103 (4), p.3083-3112

2021

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Modelling of coupled cross-flow and in-line vortex-induced vibrations of flexible cylindrical structures. Part I: model description and validation

Nonlinear dynamics, 2021-03, Vol.103 (4), p.3059-3082

2021

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Observation and Interpretation of Closely Spaced Fundamental Modes of a High-Rise Building

Buildings (Basel), 2020-07, Vol.10 (7), p.132

2020

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Settlement at transition zones in railway tracks – is modelling the soil as a 2-D continuum important?

Journal of physics. Conference series, 2024-06, Vol.2647 (8), p.82019

2024

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A mode-matching method for the prediction of stick-slip relative motion of two elastic rods in frictional contact

Acta mechanica, 2022-02, Vol.233 (2), p.753-773

2022

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Transition radiation in a piecewise-linear and infinite one-dimensional structure–a Laplace transform method

Nonlinear dynamics, 2019-12, Vol.98 (4), p.2435-2461

2019

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Transition radiation in an infinite one-dimensional structure interacting with a moving oscillator—the Green’s function method

Journal of sound and vibration, 2021-02, Vol.492, p.115804, Article 115804

2021

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Semi-analytical solution for the 3D response of a tunnel embedded in an elastic half-space subject to seismic waves

Soil dynamics and earthquake engineering (1984), 2023-11, Vol.174, p.108171, Article 108171

2023

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Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part II - cyclic/dynamic lateral loading tests

Ocean engineering, 2023-02, Vol.270, p.113452, Article 113452

2023

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Localized stationary seismic waves predicted using a nonlinear gradient elasticity model

Nonlinear dynamics, 2022, Vol.107 (1), p.1107-1125

2022

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Instability of vibrations of an oscillator moving at high speed through a tunnel embedded in soft soil

Journal of sound and vibration, 2021-03, Vol.494, p.115776, Article 115776

2021

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Correction to: A mode-matching method for the prediction of stick-slip relative motion of two elastic rods in frictional contact

Acta mechanica, 2022-04, Vol.233 (4), p.1715-1715

2022

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The effect of the interface conditions on the dynamic response of a beam on a half-space to a moving load

European journal of mechanics, A, Solids, 2007, Vol.26 (1), p.33-54

2007

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The significance of the evanescent spectrum in structure-waveguide interaction problems

The Journal of the Acoustical Society of America, 2015-10, Vol.138 (4), p.2574-2588

2015

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Dynamic amplification in a periodic structure with a transition zone subject to a moving load: Three different phenomena

Mathematics and mechanics of solids, 2022-09, Vol.27 (9), p.1740-1760

2022

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Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction

Journal of marine science and engineering, 2021-03, Vol.9 (3), p.313

2021

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Transition radiation in a nonlinear and infinite one-dimensional structure: a comparison of solution methods

Nonlinear dynamics, 2021, Vol.103 (2), p.1365-1391

2021

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Derivation and verification of a lattice model for bending vibration of a plate

Zeitschrift für angewandte Mathematik und Mechanik, 2018-03, Vol.98 (3), p.367-387

2018

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A single van der pol wake oscillator model for coupled cross-flow and in-line vortex-induced vibrations

Ocean engineering, 2020-01, Vol.196, p.106732, Article 106732

2020

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Dynamic amplifications in railway transition zones: performance evaluation of sleeper configurations using energy criterion

Frontiers in built environment, 2024-04, Vol.10

2024

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Higher-order continua derived from discrete media: continualisation aspects and boundary conditions

International journal of solids and structures, 2005, Vol.42 (1), p.187-202

2005

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One-dimensional dynamically consistent gradient elasticity models derived from a discrete microstructure: Part 1: Generic formulation

European journal of mechanics, A, Solids, 2002, Vol.21 (4), p.555-572

2002

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A non-linear three-dimensional pile–soil model for vibratory pile installation in layered media

International journal of solids and structures, 2023-05, Vol.269, p.112202, Article 112202

2023

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The mechanics of the Gentle Driving of Piles

International journal of solids and structures, 2023-10, Vol.282, p.112466, Article 112466

2023

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A wake oscillator model with nonlinear coupling for the vortex-induced vibration of a rigid cylinder constrained to vibrate in the cross-flow direction

Modelling of coupled cross-flow and in-line vortex-induced vibrations of flexible cylindrical structures. Part II: on the importance of in-line coupling

Modelling of coupled cross-flow and in-line vortex-induced vibrations of flexible cylindrical structures. Part I: model description and validation

Observation and Interpretation of Closely Spaced Fundamental Modes of a High-Rise Building

Settlement at transition zones in railway tracks – is modelling the soil as a 2-D continuum important?

A mode-matching method for the prediction of stick-slip relative motion of two elastic rods in frictional contact

Transition radiation in a piecewise-linear and infinite one-dimensional structure–a Laplace transform method

Transition radiation in an infinite one-dimensional structure interacting with a moving oscillator—the Green’s function method

Semi-analytical solution for the 3D response of a tunnel embedded in an elastic half-space subject to seismic waves

Gentle Driving of Piles (GDP) at a sandy site combining axial and torsional vibrations: Part II - cyclic/dynamic lateral loading tests

Localized stationary seismic waves predicted using a nonlinear gradient elasticity model

Instability of vibrations of an oscillator moving at high speed through a tunnel embedded in soft soil

Correction to: A mode-matching method for the prediction of stick-slip relative motion of two elastic rods in frictional contact

The effect of the interface conditions on the dynamic response of a beam on a half-space to a moving load

The significance of the evanescent spectrum in structure-waveguide interaction problems

Dynamic amplification in a periodic structure with a transition zone subject to a moving load: Three different phenomena

Installation of Large-Diameter Monopiles: Introducing Wave Dispersion and Non-Local Soil Reaction

Transition radiation in a nonlinear and infinite one-dimensional structure: a comparison of solution methods

Derivation and verification of a lattice model for bending vibration of a plate

A single van der pol wake oscillator model for coupled cross-flow and in-line vortex-induced vibrations

Dynamic amplifications in railway transition zones: performance evaluation of sleeper configurations using energy criterion

Higher-order continua derived from discrete media: continualisation aspects and boundary conditions

One-dimensional dynamically consistent gradient elasticity models derived from a discrete microstructure: Part 1: Generic formulation

A non-linear three-dimensional pile–soil model for vibratory pile installation in layered media

The mechanics of the Gentle Driving of Piles

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