Emergence of the London Millennium Bridge instability without synchronisation von Belykh, Igor, Bocian, Mateusz, Champneys, Alan R., Daley, Kevin, Jeter, Russell, Macdonald, John H. G., McRobie, Allan

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Cable Vibration Suppression with Inerter-Based Absorbers von Luo, Jiannan, Jiang, Jason Zheng, Macdonald, John H. G

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Galloping Analysis of a Stay Cable with an Attached Viscous Damper Considering Complex Modes von Nguyen, Cung H, Macdonald, John H. G

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Biomechanically Inspired Modeling of Pedestrian-Induced Vertical Self-Excited Forces von Bocian, Mateusz, Macdonald, John H. G, Burn, Jeremy F

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Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI von Arany, Laszlo, Bhattacharya, S., Macdonald, John H.G., Hogan, S. John

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Improved finite element modelling of a cable-stayed bridge through systematic manual tuning von Daniell, Wendy E., Macdonald, John H.G.

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Non-across-wind galloping of a square-section cylinder von Nguyen, Cung H., Macdonald, John H. G., Cammelli, Stefano

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Experimental identification of the behaviour of and lateral forces from freely-walking pedestrians on laterally oscillating structures in a virtual reality environment von Bocian, Mateusz, Macdonald, John H.G., Burn, Jeremy F., Redmill, David

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An analytical solution for the galloping stability of a 3 degree-of-freedom system based on quasi-steady theory von He, Mingzhe, Macdonald, John H.G.

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A methodology for identifying optimum vibration absorbers with a reaction mass von Ying Zhang, Sara, Li, Yi-Yuan, Jiang, Jason Zheng, Neild, Simon A., Macdonald, John H. G.

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Damping Performance of Taut Cables with Passive Absorbers Incorporating Inerters von Luo, Jiannan, Jiang, Jason Zheng, Macdonald, John H G

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Damage detection of nonlinear structures using probability density ratio estimation von Zhang, Yulong, Macdonald, John H.G., Liu, Song, Harper, Paul W.

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From phase drift to synchronisation – pedestrian stepping behaviour on laterally oscillating structures and consequences for dynamic stability von Bocian, Mateusz, Burn, Jeremy F., Macdonald, John H.G., Brownjohn, James M.W.

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Two-degree-of-freedom inclined cable galloping—Part 1: General formulation and solution for perfectly tuned system von Macdonald, John H.G., Larose, Guy L.

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The dynamics of deep water subsea lifting operations in super-harmonic resonance via the harmonic balance method von Tommasini, Rodrigo Batista, Hill, Thomas L., Macdonald, John H.G., Pavanello, Renato, Carvalho, Leonardo de Oliveira

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Two-degree-of-freedom inclined cable galloping—Part 2: Analysis and prevention for arbitrary frequency ratio von Macdonald, John H.G., Larose, Guy L.

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Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling von Macdonald, John H.G., Daniell, Wendy E.

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Calibration of inverted pendulum pedestrian model for laterally oscillating bridges based on stepping behaviour von Czaplewski, Bronisław, Bocian, Mateusz, Macdonald, John H.G.

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Determinants of pedestrian mediolateral foot placement in walking on laterally-oscillating structures and their consequences for structural stability von Bocian, Mateusz, Wdowicka, Hanna, Burn, Jeremy F., Macdonald, John H.G.

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Structural damage detection based on multivariate probability density functions of vibration data of offshore wind foundations with comparison studies von Zhang, Yulong, Pan, Zuxing, Macdonald, John H.G., Liu, Song, Harper, Paul

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